Excess of Parseval Frames
genericsignatureformaterror signature parse resful

genericsignatureformaterror signature parse resful
"GenericSignatureFormatError: Signature Parse Resful" 这个错误通常出现在尝试解析或验证数字签名时。
这可能是由于以下几个原因:
1. 提供的签名格式不正确:请检查的签名是否符合预期的格式。
例如,如果正在使用RSA签名,那么可能需要提供一个Base64编码的签名。
2. 密钥不匹配:如果正在尝试使用一个公钥来验证一个签名,但是这个签名实际上是用另一个私钥生成的,那么将会得到这个错误。
确保使用的是正确的密钥对。
3. 签名算法不匹配:如果正在尝试使用一个特定的签名算法(如SHA256)来验证一个签名,但是这个签名实际上是用另一个算法(如SHA1)生成的,那么将会得到这个错误。
确保使用的是正确的签名算法。
misclick 参数

misclick 参数
MISclick 参数是指在点击操作中发生的错误参数。
这种错误通常是由于用户的不小心或误操作导致的,例如点击了错误的按钮、链接或菜单选项等。
在软件或网站的设计中,通常需要考虑到 misclick 参数的情况,并采取相应的措施来处理和避免这种错误。
例如,在用户界面设计中,可以使用颜色、形状、标签等视觉提示来帮助用户更准确地点击目标,或者在点击操作之前增加确认步骤来避免误操作。
对于开发者而言,处理 misclick 参数的最佳方法是在代码中添加适当的错误处理机制,以便在出现错误时能够及时提示用户并进行相应的处理。
这可以通过使用适当的错误消息、错误代码和异常处理机制来实现。
总之,正确处理 misclick 参数可以提高软件或网站的用户体验和可靠性。
cofecha输出文件翻译

cofecha输出⽂件翻译[] Dendrochronology Program Library Run 9 Program COF 11:05 Wed 13 Jul 2011 Page 1 [] P R O G R A M C O F E C H A Version 6.06P 27954------------------------------------------------------------------------------------------------------------------------------------ QUALITY CONTROL AND DATING CHECK OF TREE-RING MEASUREMENTS树⽊年轮测量的质量控制和定年检查File of DATED series: 9.RWLCONTENTS:Part 1: Title page, options selected, summary, absent rings by series第1部分:标题页,已选项,总结,缺轮Part 2: Histogram of time spans第2部分:时间跨度直⽅图Part 3: Master series with sample depth and absent rings by year第3部分:主序列每年的样本和缺轮数量Part 4: Bar plot of Master Dating Series第4部分:主序列柱状图Part 5: Correlation by segment of each series with Master第5部分:每序列各段与主序列的相关性研究Part 6: Potential problems: low correlation, divergent year-to-year changes, absent rings, outliers 第6部分:潜在的问题:关联度低,年间发散变化,缺轮,异常值Part 7: Descriptive statistics第7部分:描述性统计Time span of Master dating series is 1815 to 2009 195 yearsContinuous time span is 1815 to 2009 195 yearsPortion with two or more series is 1816 to 2009 194 years*****************************************C* Number of dated series4 *C* 定年的样芯数量*O* Master series 1815 2009 195 yrs *O* 主序列*F* Total rings in all series 768 *F* 所有轮数*E* Total dated rings checked 767 *E* 被定年的轮数*C* Series intercorrelation .299 *C* 序列相关系数*H* Average mean sensitivity .195 *H* 平均敏感度*A* Segments, possible problems 26 *A* 可能有问题的部分数*** Mean length of series 192.0 *** 序列平均长度****************************************ABSENT RINGS listed by SERIES: (See Master Dating Series for absent rings listed by year) No ring measurements of zero value------------------------------------------------------------------------------------------------------------------------------------PART 6: POTENTIAL PROBLEMS: 第6部分:潜在的问题:关联度低,年间发散变化,缺轮,异常值08:08 Thu 14 Jul 2011 Page 5------------------------------------------------------------------------------------------------------------------------------------For each series with potential problems the following diagnostics may appear:检测出来的每个序列可能存在的潜在问题。
IEC-61854架空线.隔离层的要求和检验

NORMEINTERNATIONALECEI IEC INTERNATIONALSTANDARD 61854Première éditionFirst edition1998-09Lignes aériennes –Exigences et essais applicables aux entretoisesOverhead lines –Requirements and tests for spacersCommission Electrotechnique InternationaleInternational Electrotechnical Commission Pour prix, voir catalogue en vigueurFor price, see current catalogue© IEC 1998 Droits de reproduction réservés Copyright - all rights reservedAucune partie de cette publication ne peut être reproduite niutilisée sous quelque forme que ce soit et par aucunprocédé, électronique ou mécanique, y compris la photo-copie et les microfilms, sans l'accord écrit de l'éditeur.No part of this publication may be reproduced or utilized in any form or by any means, electronic or mechanical,including photocopying and microfilm, without permission in writing from the publisher.International Electrotechnical Commission 3, rue de Varembé Geneva, SwitzerlandTelefax: +41 22 919 0300e-mail: inmail@iec.ch IEC web site http: //www.iec.chCODE PRIX PRICE CODE X– 2 –61854 © CEI:1998SOMMAIREPages AVANT-PROPOS (6)Articles1Domaine d'application (8)2Références normatives (8)3Définitions (12)4Exigences générales (12)4.1Conception (12)4.2Matériaux (14)4.2.1Généralités (14)4.2.2Matériaux non métalliques (14)4.3Masse, dimensions et tolérances (14)4.4Protection contre la corrosion (14)4.5Aspect et finition de fabrication (14)4.6Marquage (14)4.7Consignes d'installation (14)5Assurance de la qualité (16)6Classification des essais (16)6.1Essais de type (16)6.1.1Généralités (16)6.1.2Application (16)6.2Essais sur échantillon (16)6.2.1Généralités (16)6.2.2Application (16)6.2.3Echantillonnage et critères de réception (18)6.3Essais individuels de série (18)6.3.1Généralités (18)6.3.2Application et critères de réception (18)6.4Tableau des essais à effectuer (18)7Méthodes d'essai (22)7.1Contrôle visuel (22)7.2Vérification des dimensions, des matériaux et de la masse (22)7.3Essai de protection contre la corrosion (22)7.3.1Composants revêtus par galvanisation à chaud (autres queles fils d'acier galvanisés toronnés) (22)7.3.2Produits en fer protégés contre la corrosion par des méthodes autresque la galvanisation à chaud (24)7.3.3Fils d'acier galvanisé toronnés (24)7.3.4Corrosion causée par des composants non métalliques (24)7.4Essais non destructifs (24)61854 © IEC:1998– 3 –CONTENTSPage FOREWORD (7)Clause1Scope (9)2Normative references (9)3Definitions (13)4General requirements (13)4.1Design (13)4.2Materials (15)4.2.1General (15)4.2.2Non-metallic materials (15)4.3Mass, dimensions and tolerances (15)4.4Protection against corrosion (15)4.5Manufacturing appearance and finish (15)4.6Marking (15)4.7Installation instructions (15)5Quality assurance (17)6Classification of tests (17)6.1Type tests (17)6.1.1General (17)6.1.2Application (17)6.2Sample tests (17)6.2.1General (17)6.2.2Application (17)6.2.3Sampling and acceptance criteria (19)6.3Routine tests (19)6.3.1General (19)6.3.2Application and acceptance criteria (19)6.4Table of tests to be applied (19)7Test methods (23)7.1Visual examination (23)7.2Verification of dimensions, materials and mass (23)7.3Corrosion protection test (23)7.3.1Hot dip galvanized components (other than stranded galvanizedsteel wires) (23)7.3.2Ferrous components protected from corrosion by methods other thanhot dip galvanizing (25)7.3.3Stranded galvanized steel wires (25)7.3.4Corrosion caused by non-metallic components (25)7.4Non-destructive tests (25)– 4 –61854 © CEI:1998 Articles Pages7.5Essais mécaniques (26)7.5.1Essais de glissement des pinces (26)7.5.1.1Essai de glissement longitudinal (26)7.5.1.2Essai de glissement en torsion (28)7.5.2Essai de boulon fusible (28)7.5.3Essai de serrage des boulons de pince (30)7.5.4Essais de courant de court-circuit simulé et essais de compressionet de traction (30)7.5.4.1Essai de courant de court-circuit simulé (30)7.5.4.2Essai de compression et de traction (32)7.5.5Caractérisation des propriétés élastiques et d'amortissement (32)7.5.6Essais de flexibilité (38)7.5.7Essais de fatigue (38)7.5.7.1Généralités (38)7.5.7.2Oscillation de sous-portée (40)7.5.7.3Vibrations éoliennes (40)7.6Essais de caractérisation des élastomères (42)7.6.1Généralités (42)7.6.2Essais (42)7.6.3Essai de résistance à l'ozone (46)7.7Essais électriques (46)7.7.1Essais d'effet couronne et de tension de perturbations radioélectriques..467.7.2Essai de résistance électrique (46)7.8Vérification du comportement vibratoire du système faisceau/entretoise (48)Annexe A (normative) Informations techniques minimales à convenirentre acheteur et fournisseur (64)Annexe B (informative) Forces de compression dans l'essai de courantde court-circuit simulé (66)Annexe C (informative) Caractérisation des propriétés élastiques et d'amortissementMéthode de détermination de la rigidité et de l'amortissement (70)Annexe D (informative) Contrôle du comportement vibratoire du systèmefaisceau/entretoise (74)Bibliographie (80)Figures (50)Tableau 1 – Essais sur les entretoises (20)Tableau 2 – Essais sur les élastomères (44)61854 © IEC:1998– 5 –Clause Page7.5Mechanical tests (27)7.5.1Clamp slip tests (27)7.5.1.1Longitudinal slip test (27)7.5.1.2Torsional slip test (29)7.5.2Breakaway bolt test (29)7.5.3Clamp bolt tightening test (31)7.5.4Simulated short-circuit current test and compression and tension tests (31)7.5.4.1Simulated short-circuit current test (31)7.5.4.2Compression and tension test (33)7.5.5Characterisation of the elastic and damping properties (33)7.5.6Flexibility tests (39)7.5.7Fatigue tests (39)7.5.7.1General (39)7.5.7.2Subspan oscillation (41)7.5.7.3Aeolian vibration (41)7.6Tests to characterise elastomers (43)7.6.1General (43)7.6.2Tests (43)7.6.3Ozone resistance test (47)7.7Electrical tests (47)7.7.1Corona and radio interference voltage (RIV) tests (47)7.7.2Electrical resistance test (47)7.8Verification of vibration behaviour of the bundle-spacer system (49)Annex A (normative) Minimum technical details to be agreed betweenpurchaser and supplier (65)Annex B (informative) Compressive forces in the simulated short-circuit current test (67)Annex C (informative) Characterisation of the elastic and damping propertiesStiffness-Damping Method (71)Annex D (informative) Verification of vibration behaviour of the bundle/spacer system (75)Bibliography (81)Figures (51)Table 1 – Tests on spacers (21)Table 2 – Tests on elastomers (45)– 6 –61854 © CEI:1998 COMMISSION ÉLECTROTECHNIQUE INTERNATIONALE––––––––––LIGNES AÉRIENNES –EXIGENCES ET ESSAIS APPLICABLES AUX ENTRETOISESAVANT-PROPOS1)La CEI (Commission Electrotechnique Internationale) est une organisation mondiale de normalisation composéede l'ensemble des comités électrotechniques nationaux (Comités nationaux de la CEI). La CEI a pour objet de favoriser la coopération internationale pour toutes les questions de normalisation dans les domaines de l'électricité et de l'électronique. A cet effet, la CEI, entre autres activités, publie des Normes internationales.Leur élaboration est confiée à des comités d'études, aux travaux desquels tout Comité national intéressé par le sujet traité peut participer. Les organisations internationales, gouvernementales et non gouvernementales, en liaison avec la CEI, participent également aux travaux. La CEI collabore étroitement avec l'Organisation Internationale de Normalisation (ISO), selon des conditions fixées par accord entre les deux organisations.2)Les décisions ou accords officiels de la CEI concernant les questions techniques représentent, dans la mesuredu possible un accord international sur les sujets étudiés, étant donné que les Comités nationaux intéressés sont représentés dans chaque comité d’études.3)Les documents produits se présentent sous la forme de recommandations internationales. Ils sont publiéscomme normes, rapports techniques ou guides et agréés comme tels par les Comités nationaux.4)Dans le but d'encourager l'unification internationale, les Comités nationaux de la CEI s'engagent à appliquer defaçon transparente, dans toute la mesure possible, les Normes internationales de la CEI dans leurs normes nationales et régionales. Toute divergence entre la norme de la CEI et la norme nationale ou régionale correspondante doit être indiquée en termes clairs dans cette dernière.5)La CEI n’a fixé aucune procédure concernant le marquage comme indication d’approbation et sa responsabilitén’est pas engagée quand un matériel est déclaré conforme à l’une de ses normes.6) L’attention est attirée sur le fait que certains des éléments de la présente Norme internationale peuvent fairel’objet de droits de propriété intellectuelle ou de droits analogues. La CEI ne saurait être tenue pour responsable de ne pas avoir identifié de tels droits de propriété et de ne pas avoir signalé leur existence.La Norme internationale CEI 61854 a été établie par le comité d'études 11 de la CEI: Lignes aériennes.Le texte de cette norme est issu des documents suivants:FDIS Rapport de vote11/141/FDIS11/143/RVDLe rapport de vote indiqué dans le tableau ci-dessus donne toute information sur le vote ayant abouti à l'approbation de cette norme.L’annexe A fait partie intégrante de cette norme.Les annexes B, C et D sont données uniquement à titre d’information.61854 © IEC:1998– 7 –INTERNATIONAL ELECTROTECHNICAL COMMISSION––––––––––OVERHEAD LINES –REQUIREMENTS AND TESTS FOR SPACERSFOREWORD1)The IEC (International Electrotechnical Commission) is a worldwide organization for standardization comprisingall national electrotechnical committees (IEC National Committees). The object of the IEC is to promote international co-operation on all questions concerning standardization in the electrical and electronic fields. To this end and in addition to other activities, the IEC publishes International Standards. Their preparation is entrusted to technical committees; any IEC National Committee interested in the subject dealt with may participate in this preparatory work. International, governmental and non-governmental organizations liaising with the IEC also participate in this preparation. The IEC collaborates closely with the International Organization for Standardization (ISO) in accordance with conditions determined by agreement between the two organizations.2)The formal decisions or agreements of the IEC on technical matters express, as nearly as possible, aninternational consensus of opinion on the relevant subjects since each technical committee has representation from all interested National Committees.3)The documents produced have the form of recommendations for international use and are published in the formof standards, technical reports or guides and they are accepted by the National Committees in that sense.4)In order to promote international unification, IEC National Committees undertake to apply IEC InternationalStandards transparently to the maximum extent possible in their national and regional standards. Any divergence between the IEC Standard and the corresponding national or regional standard shall be clearly indicated in the latter.5)The IEC provides no marking procedure to indicate its approval and cannot be rendered responsible for anyequipment declared to be in conformity with one of its standards.6) Attention is drawn to the possibility that some of the elements of this International Standard may be the subjectof patent rights. The IEC shall not be held responsible for identifying any or all such patent rights. International Standard IEC 61854 has been prepared by IEC technical committee 11: Overhead lines.The text of this standard is based on the following documents:FDIS Report on voting11/141/FDIS11/143/RVDFull information on the voting for the approval of this standard can be found in the report on voting indicated in the above table.Annex A forms an integral part of this standard.Annexes B, C and D are for information only.– 8 –61854 © CEI:1998LIGNES AÉRIENNES –EXIGENCES ET ESSAIS APPLICABLES AUX ENTRETOISES1 Domaine d'applicationLa présente Norme internationale s'applique aux entretoises destinées aux faisceaux de conducteurs de lignes aériennes. Elle recouvre les entretoises rigides, les entretoises flexibles et les entretoises amortissantes.Elle ne s'applique pas aux espaceurs, aux écarteurs à anneaux et aux entretoises de mise à la terre.NOTE – La présente norme est applicable aux pratiques de conception de lignes et aux entretoises les plus couramment utilisées au moment de sa rédaction. Il peut exister d'autres entretoises auxquelles les essais spécifiques décrits dans la présente norme ne s'appliquent pas.Dans de nombreux cas, les procédures d'essai et les valeurs d'essai sont convenues entre l'acheteur et le fournisseur et sont énoncées dans le contrat d'approvisionnement. L'acheteur est le mieux à même d'évaluer les conditions de service prévues, qu'il convient d'utiliser comme base à la définition de la sévérité des essais.La liste des informations techniques minimales à convenir entre acheteur et fournisseur est fournie en annexe A.2 Références normativesLes documents normatifs suivants contiennent des dispositions qui, par suite de la référence qui y est faite, constituent des dispositions valables pour la présente Norme internationale. Au moment de la publication, les éditions indiquées étaient en vigueur. Tout document normatif est sujet à révision et les parties prenantes aux accords fondés sur la présente Norme internationale sont invitées à rechercher la possibilité d'appliquer les éditions les plus récentes des documents normatifs indiqués ci-après. Les membres de la CEI et de l'ISO possèdent le registre des Normes internationales en vigueur.CEI 60050(466):1990, Vocabulaire Electrotechnique International (VEI) – Chapitre 466: Lignes aériennesCEI 61284:1997, Lignes aériennes – Exigences et essais pour le matériel d'équipementCEI 60888:1987, Fils en acier zingué pour conducteurs câblésISO 34-1:1994, Caoutchouc vulcanisé ou thermoplastique – Détermination de la résistance au déchirement – Partie 1: Eprouvettes pantalon, angulaire et croissantISO 34-2:1996, Caoutchouc vulcanisé ou thermoplastique – Détermination de la résistance au déchirement – Partie 2: Petites éprouvettes (éprouvettes de Delft)ISO 37:1994, Caoutchouc vulcanisé ou thermoplastique – Détermination des caractéristiques de contrainte-déformation en traction61854 © IEC:1998– 9 –OVERHEAD LINES –REQUIREMENTS AND TESTS FOR SPACERS1 ScopeThis International Standard applies to spacers for conductor bundles of overhead lines. It covers rigid spacers, flexible spacers and spacer dampers.It does not apply to interphase spacers, hoop spacers and bonding spacers.NOTE – This standard is written to cover the line design practices and spacers most commonly used at the time of writing. There may be other spacers available for which the specific tests reported in this standard may not be applicable.In many cases, test procedures and test values are left to agreement between purchaser and supplier and are stated in the procurement contract. The purchaser is best able to evaluate the intended service conditions, which should be the basis for establishing the test severity.In annex A, the minimum technical details to be agreed between purchaser and supplier are listed.2 Normative referencesThe following normative documents contain provisions which, through reference in this text, constitute provisions of this International Standard. At the time of publication of this standard, the editions indicated were valid. All normative documents are subject to revision, and parties to agreements based on this International Standard are encouraged to investigate the possibility of applying the most recent editions of the normative documents indicated below. Members of IEC and ISO maintain registers of currently valid International Standards.IEC 60050(466):1990, International Electrotechnical vocabulary (IEV) – Chapter 466: Overhead linesIEC 61284:1997, Overhead lines – Requirements and tests for fittingsIEC 60888:1987, Zinc-coated steel wires for stranded conductorsISO 34-1:1994, Rubber, vulcanized or thermoplastic – Determination of tear strength – Part 1: Trouser, angle and crescent test piecesISO 34-2:1996, Rubber, vulcanized or thermoplastic – Determination of tear strength – Part 2: Small (Delft) test piecesISO 37:1994, Rubber, vulcanized or thermoplastic – Determination of tensile stress-strain properties– 10 –61854 © CEI:1998 ISO 188:1982, Caoutchouc vulcanisé – Essais de résistance au vieillissement accéléré ou à la chaleurISO 812:1991, Caoutchouc vulcanisé – Détermination de la fragilité à basse températureISO 815:1991, Caoutchouc vulcanisé ou thermoplastique – Détermination de la déformation rémanente après compression aux températures ambiantes, élevées ou bassesISO 868:1985, Plastiques et ébonite – Détermination de la dureté par pénétration au moyen d'un duromètre (dureté Shore)ISO 1183:1987, Plastiques – Méthodes pour déterminer la masse volumique et la densitérelative des plastiques non alvéolairesISO 1431-1:1989, Caoutchouc vulcanisé ou thermoplastique – Résistance au craquelage par l'ozone – Partie 1: Essai sous allongement statiqueISO 1461,— Revêtements de galvanisation à chaud sur produits finis ferreux – Spécifications1) ISO 1817:1985, Caoutchouc vulcanisé – Détermination de l'action des liquidesISO 2781:1988, Caoutchouc vulcanisé – Détermination de la masse volumiqueISO 2859-1:1989, Règles d'échantillonnage pour les contrôles par attributs – Partie 1: Plans d'échantillonnage pour les contrôles lot par lot, indexés d'après le niveau de qualité acceptable (NQA)ISO 2859-2:1985, Règles d'échantillonnage pour les contrôles par attributs – Partie 2: Plans d'échantillonnage pour les contrôles de lots isolés, indexés d'après la qualité limite (QL)ISO 2921:1982, Caoutchouc vulcanisé – Détermination des caractéristiques à basse température – Méthode température-retrait (essai TR)ISO 3417:1991, Caoutchouc – Détermination des caractéristiques de vulcanisation à l'aide du rhéomètre à disque oscillantISO 3951:1989, Règles et tables d'échantillonnage pour les contrôles par mesures des pourcentages de non conformesISO 4649:1985, Caoutchouc – Détermination de la résistance à l'abrasion à l'aide d'un dispositif à tambour tournantISO 4662:1986, Caoutchouc – Détermination de la résilience de rebondissement des vulcanisats––––––––––1) A publierThis is a preview - click here to buy the full publication61854 © IEC:1998– 11 –ISO 188:1982, Rubber, vulcanized – Accelerated ageing or heat-resistance testsISO 812:1991, Rubber, vulcanized – Determination of low temperature brittlenessISO 815:1991, Rubber, vulcanized or thermoplastic – Determination of compression set at ambient, elevated or low temperaturesISO 868:1985, Plastics and ebonite – Determination of indentation hardness by means of a durometer (Shore hardness)ISO 1183:1987, Plastics – Methods for determining the density and relative density of non-cellular plasticsISO 1431-1:1989, Rubber, vulcanized or thermoplastic – Resistance to ozone cracking –Part 1: static strain testISO 1461, — Hot dip galvanized coatings on fabricated ferrous products – Specifications1)ISO 1817:1985, Rubber, vulcanized – Determination of the effect of liquidsISO 2781:1988, Rubber, vulcanized – Determination of densityISO 2859-1:1989, Sampling procedures for inspection by attributes – Part 1: Sampling plans indexed by acceptable quality level (AQL) for lot-by-lot inspectionISO 2859-2:1985, Sampling procedures for inspection by attributes – Part 2: Sampling plans indexed by limiting quality level (LQ) for isolated lot inspectionISO 2921:1982, Rubber, vulcanized – Determination of low temperature characteristics –Temperature-retraction procedure (TR test)ISO 3417:1991, Rubber – Measurement of vulcanization characteristics with the oscillating disc curemeterISO 3951:1989, Sampling procedures and charts for inspection by variables for percent nonconformingISO 4649:1985, Rubber – Determination of abrasion resistance using a rotating cylindrical drum deviceISO 4662:1986, Rubber – Determination of rebound resilience of vulcanizates–––––––––1) To be published.。
sap bsp开发高级教程

Brian McKellar, Thomas Jung AdvancedBSP ProgrammingContentsIntroduction15Target Audience (15)On What Releases Can You Use BSP? (16)BSP vs. Web Dynpro ABAP (16)Acknowledgements (17)1What is BSP?211.1Internet Communication Manager (21)1.2Internet Communication Framework (24)1.3BSP Development Environment (25)1.4HTMLB Rendering Family (26)1.5BSP Compiler (27)1.6BSP Runtime (28)1.7BSP Debugger (29)1.8MIME Repository (30)1.9Summary (30)2HTTP and HTML312.1Viewing the HTTP Traffic (32)2.2Structure of HTTP (32)2.2.1The HTTP Request Status Line (35)2.2.2HTTP Request Headers (35)2.2.3HTTP Header/Body Separator (37)2.2.4HTTP Request Body (37)2.2.5The HTTP Response Status Line (37)2.2.6HTTP Response Headers (38)2.2.7HTTP Response Body (39)2.3Server Objects for HTTP Request and Response (39)2.4HTML Forms and Data Handling (41)2.5Mapping of HTML onto HTTP Requests (46)2.5.1Input Fields (46)2.5.2Checkboxes, Radio Buttons and Dropdown List Boxes (48)2.5.3File Upload and Download (49)5Contents2.6Cookies (54)2.7HTTP Redirects (58)2.8Handling of HTML Resources in HTTP (59)2.9Troubleshooting Examples (62)2.9.1Missing Resource (62)2.9.2Non-Secure Warnings (63)2.9.3Relative URLs That Become Invalid (63)2.9.4Estimating Performance (65)3HTTP Handler673.1URL Handling in the ICF Tree (67)3.2URL Mapping (68)3.3Sample Handler for Reading Images (69)3.3.1URL Syntax (71)3.3.2Handler Coding (72)3.4Alias Handling (74)3.5Handler Example—Table Query (77)3.5.1Table Query Handler Implementation (78)4URLs in BSP834.1URL Mangling (83)4.1.1What is URL Mangling? (83)4.1.2How is URL Mangling Done? (84)4.1.3Attempting to Hide the URL Mangling (85)4.2Fully Qualified Domain Names (89)4.2.1Motivation for FQDN (90)4.2.2ICM Configuration (91)4.2.3Browser Requirements (91)4.3Namespace Mapping (92)4.4URL Parameters (93)4.5URL Escaping (95)5Authentication975.1Basic Authentication (98)5.2Single Sign-On (102)5.3Digital Certificates (105)5.4Anonymous Services (108)5.5Form-Based Authentication (109)6Contents5.6Implementing a Simple Logon Application (110)5.7De-Authentication (113)6Session Management1156.1Session Identification (115)6.2Session Timeout (118)6.2.1Catching and Handling a Session Timeout (119)6.2.2Session Timeout in Browser (120)6.3Confusion with Processing Timeout (121)6.4Catching and Handling a Restart after Timeout (123)6.5Session Management from the Browser (125)6.6Warning the User of a Pending Timeout (128)6.7Summary (131)7Using BSP Applications in SAP GUI1337.1Using a BSP Application in a Dynpro (133)7.2Pitfalls when Using BSP Applications with SAP GUI (136)7.2.1Communication Path (136)7.2.2The Second Authentication (137)7.2.3The Second Session (138)7.2.4Window Open Behavior (139)7.2.5Effects of SAP’s New Visual Design (141)7.2.6Loading HTML Pages Directly (142)7.3Interaction between SAP GUI and BSP Applications (144)7.3.1BSP Application Event to SAP GUI (144)7.3.2SAP GUI Event to BSP Application (147)7.4Starting a New Browser Outside the SAP GUI (149)8Performance Measurements1518.1Test Applications (152)8.2Quick Sizing with HTTP Trace Tool (153)8.3Network Latency (154)8.4Server Processing Time (155)8.5Browser Rendering Time (157)8.6Determining Hotspots (159)8.7Load Testing (161)8.8SQL Traces (165)7Contents9BSP Extensions1679.1Extension Overview (167)9.1.1Extension Technology (168)9.1.2Using BSP Extensions (168)9.1.3Finding Details about the Extensions (169)9.1.4Available Extensions (172)9.1.5Extensions Designs (172)9.1.6High Level Elements (174)9.2HTMLB Event System (180)9.2.1Event Dispatching (180)9.2.2Manually Handling Events (181)9.3Common Extension Elements (186)9.3.1<htmlb:tableView> (187)9.3.2<htmlb:tree> (192)9.3.3<phtmlb:matrix> (194)9.3.4<xhtmlb:protectDoubleSubmit> (196)9.3.5<phtmlb:containerTabStrip> (197)9.3.6<phtmlb:formLayout> (200)10BSP Element Expressions and Iterators20510.1BSP Element Expressions (205)10.1.1What is a BEE? (205)10.1.2N=1, Using Any BSP Element as BEE (206)10.1.3HTML BEE (209)10.1.4Table BEE (211)10.1.5XML BEE (212)10.1.6Errors and Error Handling (215)10.2Table View Iterators (215)10.2.1What is a Table View Iterator? (217)10.2.2Method GET_COLUMN_DEFINITIONS (218)10.2.3Method RENDER_ROW_START (220)10.2.4Method RENDER_CELL_START (222)10.2.5Finished Output (225)11Creating your own BSP Extension Element22711.1Creating a BSP Extension Element (227)11.1.1Extension Framework Hierarchy (227)11.1.2User-Defined Validation (228)11.1.3Element Content (230)11.2Writing a Composite Element (231)11.2.1Designing a New Composite Element (231)11.2.2Processing Other BSP Elements (233)8Contents11.2.3Writing the Composite BSP Element (237)11.2.4Handling of Inner Data BSP Elements (238)11.3 A Deeper Look at BSP Extensions Events (239)11.3.1Introduction to BSP Extension Events (239)11.3.2Rendering Events (240)11.3.3Handling Incoming Events (243)11.3.4Rendering an Event via the <bsp:htmlbEvent> Element (243)11.4Event Handling in Composite Elements (244)11.4.1Extending the Design of the Composite Element (245)11.4.2Using the Composite Element (245)11.4.3Use of IDs (246)11.4.4Integrating into the HTMLB Manager (247)11.4.5Data-Handling (249)11.4.6Event-Handling (250)12Additional BSP Extensions25312.1Business Text Framework (253)12.1.1SAP Example (253)12.1.2BTF Functionality (254)12.1.3Database Storage (255)12.1.4BSP Extension Element (256)12.1.5BTF Editor in the Page Layout (257)12.1.6Preparing the BTF Document (258)12.1.7Retrieving BTF Content on Input (258)12.2Internet Graphics Service (260)12.2.1IGS Setup and Administration (260)12.2.2SAP Examples (261)12.2.3IGS BSP Extension (261)12.2.4Chart Data (262)12.2.5Chart Model Classes (264)12.2.6IGS Customizing (266)12.2.7Image Click Event Handling (267)12.2.8Image Conversion (268)12.3BSP Library (268)12.3.1findAndReplace Element (268)12.3.2htmlbEvent Element (269)12.3.3Portal Integration (270)13MVC—Model View Controller27513.1MVC Design Paradigm (275)13.2Application Structure (275)13.2.1Model (276)13.2.2Controller (277)13.2.3View (283)9Contents13.3.1Getter/Setter methods (286)13.4Dynamic Model Binding (288)13.5Stateless MVC (291)13.5.1XML Serialization of ABAP Objects (291)13.5.2Server Cookie Storage of the XML Stream (292)13.5.3Controller Modifications to Support Serialized Models (293)13.6Building a Pattern Engine with MVC (295)13.6.1The Final ESS Application (297)13.6.2Writing the ESS Application (298)13.6.3Writing the Pattern Engine (301)14Help Systems30714.1F1—Field Level Help (307)14.1.1The Help UI (307)14.1.2Implementing the BSP Extension Element (311)14.1.3BSP Element Properties (311)14.1.4BSP Element Attributes (312)14.1.5Element Handler Class (312)14.1.6BSP F1 Help Controller Method—DO_REQUEST (318)14.1.7Implementing the BSP F1 Help Application—Model (318)14.2Dialog Windows (319)14.3F4—Value Help (322)14.3.1Value Help Requirements (322)14.3.2The Solution (323)14.3.3The New BSP Element (324)14.3.4Input Help Controller (325)14.3.5Input Help View (326)14.3.6Input Help Model (329)15Internationalization33715.1Multiple Language Support (337)15.2Logon Language (338)15.3Unicode (341)15.3.1What is Unicode? (341)15.3.2Unicode in BSP (343)15.4Online Text Repository (OTR) (346)15.4.1Types of OTR: Alias and Long (347)15.4.2Working with OTR from ABAP Code (348)15.4.3Special Note about using OTR (349)10Contents15.5.1OTR (350)15.5.2Field Labels and Quick Info (351)15.6Date Format (352)16Document Handling in BSP35516.1MIME Repository (355)16.2ICM File Handler (357)16.3Handling Non-HTML Documents (358)16.3.1Test Program (359)16.3.2Display Document Inline (361)16.3.3Display Document Inside HTML Page (363)16.3.4Display Document in New Window (366)16.4Data Manipulation (366)16.5Microsoft Excel Download (367)16.5.1Excel Files (368)16.5.2Excel Unicode Text File (369)16.5.3Unicode Formats and Endians with Excel (369)16.5.4Conversion to Binary String (370)16.5.5Addition of the Byte Order Mark (371)16.6Pushing the Excel Content back through the browser (371)16.6.1Push Using the Current RESPONSE Object (371)16.6.2Push Using a Cached Response (372)16.7BSP Extension Element for Excel Download (374)16.7.1The Download Element User Interface (374)16.7.2The Element Properties and Attributes (375)16.7.3Compile Time and Runtime Checks (376)16.7.4Rendering Logic (377)16.7.5Trapping Events (379)16.7.6Calling the Element from a Page Layout (380)16.7.7Event Handler (381)16.7.8Get Structure Definition (385)16.7.9Process Excel Download (386)16.8Alternatives to the MIME Repository (389)16.8.1ICM File Handler (389)16.8.2SAP Content and Cache Server (390)16.9ZIP Tool (392)17Customization39517.1Customization Overview (395)17.2Export—Modify—Import (395)17.3NetWeaver Theme Editor (397)11Contents17.4ALFS—ABAP Look-and-Feel Service (398)17.4.1ALFS Tool Scope (399)17.4.2What is ALFS? (399)17.4.3How Does Customization Normally Work? (401)17.4.4 A New Theme from Five Colors (401)17.4.5Integration into Web AS (402)17.4.6The Source Code: Making It Work (404)17.4.7ALFS Theme Editor in Detail (405)17.5Configure a Theme Root (406)17.6Theme Root White List (406)17.7Error Pages (408)17.7.1Historical BSP Error Pages (408)17.7.2Error Pages—New Approach (409)17.8Logon Application (412)18Skilled in the Art41718.1Field History (417)18.1.1Working with <phtmlb:comboBox> (417)18.1.2Processing the Field History (419)18.2Server-Side Printing (422)18.2.1PRINT Method Interface (423)18.2.2PRINT Method Coding (424)18.2.3Printer Dialog (426)18.3Select-Options/Parameters (429)18.3.1UI Design (430)18.3.2Solution Structure (431)18.3.3Select-Option Controller Class Attributes (432)18.3.4Select-Option Controller Class Coding (432)18.3.5Select-Option Model Class Attributes (434)18.3.6Select-Option Model Class Coding (436)18.3.7Recreating Transaction SE16 (442)19Breaking Out of the Mold44919.1Interactive Excel (449)19.2RSS Feeds (451)19.2.1Consuming an RSS Feed (451)19.2.2HTTP Client (452)19.2.3XML (453)19.2.4BSP Output (454)19.2.5XSLT (456)19.2.6Creating an RSS Feed (457)12Contents19.3Mini-Portal (458)19.3.1Mini-Portal Example 1—Common Page Header (458)19.3.2Mini-Portal Example 2—Portal with Navigation (460)19.3.3Portal within the SAP GUI (464)19.3.4Current Weather Display (466)20Closing471A Appendix—BSP Utility Classes473B The Authors483Index48513ContentsIntroductionThe history of BSP began in the late 1990s. Back then, the SAP Internet Transac-tion Server (ITS) and the SAP Workplace—SAP’s first attempt at a portal—depended heavily on the use of external Web servers. These solutions neither lev-eraged the inherent strengths of the ABAP technology nor re-used current devel-opers’ skill sets.Therein lay the greatest technical challenge to SAP as Web-based technologies became essential to all businesses. Companies began to realize that E-business was still just business and therefore expected their ERP solutions to transition eas-ily into this brave new world.Starting with Release 6.10, SAP began a major overhaul of its ABAP technology stack. The company broke the traditional Basis layer away from the applications that ran on it and renamed this new technology layer Web Application Server (Web AS). But this name change was far more than a marketing move. With this release, SAP had begun to build native Web server technology into the ABAP Ker-nel. No longer would SAP technology be dependent upon external Web serversor programming languages. ABAP itself was now HTTP-enabled!Naturally, ABAP was extended with a new Web development environment, called Business Server Pages (BSP). Like all other ABAP programming tools, BSP is integrated into the ABAP Workbench (SE80) and fully supports the Transport Management System (TMS). And, given its recent birth, BSP also fully embracesthe new ABAP object-oriented technology.Target AudienceThe target audience for this book is anyone who is currently an ABAP developeror who is interested in becoming an ABAP developer. BSP is another tool in the developer’s tool box, one that adds value to any ABAP development team.It does not matter if you have never done BSP development, are a novice BSP developer, or have several years of BSP development under your belt; there should be something for everyone in this book. We attempted to make this the definitive work on the subject of BSP, revealing behind-the-scenes aspects and discussing features in a new way.This book is not based solely on the underlying technology. Several years of expe-rience building real-world BSP applications at a customer site were also used in writing this book. Therefore, you will find solutions and sample source code to15Introductionhelp you overcome common development hurdles. Toward that goal, you will find all the example source code presented in this book on the accompanying CD.On What Releases Can You Use BSP?BSP has been shipped as an integrated part of the ABAP technology stack since Web AS Release 6.10. Release 6.10 contains the functionality to create basic BSP pages with flow logic.With Web AS Release 6.20, SAP introduced major enhancements to the BSP technology: Model View Controller and BSP Extension Elements. With Release6.20, Service Pack 34, a new HTML rendering engine, and a complete new BSPExtension library, PHTMLB, were added. Because of these additional enhance-ments to BSP, customer development should really only be done on Web AS 6.20 with SP34 or higher.SAP continued to enhance BSP with SAP NetWeaver ’04 (Web AS 6.40) and SAP NetWeaver ’04S (Web AS 7.0); however, nearly every feature of BSP is in sync between the major releases. This means that even if you are on an older Web AS6.20, you still reap the benefits of new developments within the NetWeaverreleases. Although you will rarely find in this book that a feature is limited to a specific release, we will point this out when it occurs.With the coverage for BSP within the latest technology releases of ABAP, you will find BSP present in the equivalent releases of the SAP application components as well. This means, for instance, that R/3 Enterprise (with or without Extension Set1.10 and2.00) and mySAP ERP 2005 (also known as Enterprise Core Component5.00 or ECC 5.00) both contain the technology necessary to create BSP applica-tions.BSP vs. Web Dynpro ABAPIn the past year, much of the attention within the SAP world has focused on SAP’s next generation technology: Web Dynpro. As this book goes to print, Web Dyn-pro for ABAP is scheduled for general availability in spring of 2006.In truth, Web Dynpro contains many of the enhancements that BSP developers have always wanted. Enhancements like built-in value-help and select options will become standard in Web Dynpro, but must be added by the customer into the BSP environment. Do not worry, however: The task of adding many of these enhancements to BSP is the subject of the last one-third of this book.All this begs the question: If Web Dynpro ABAP (WDA) is so great, why continue to use BSP (or for that matter why write a book about it?). There are several archi-16Introductiontectural differences between BSP and WDA. WDA may have some more advanced features compared to BSP, but it is a far more restrictive framework. First of all, WDA is stateful only. BSP supports both stateful and stateless pro-gramming models. Stateless programming is essential to high-performance Inter-net-facing applications.WDA is also designed to be future-proof, obscuring the specific client’s rendering technology. As a consequence, the tool does not allow low-level access to include your own custom HTML, JavaScript, or other controls. WDA targets the browser today, but tomorrow it might well be running within a smart client using entirely different technologies (such as XML and native UI controls). To keep this technol-ogy switch possible, the rendering logic is completely hidden from the developer, presenting only an abstract UI layer with abstract controls. On the other hand, BSP has no such restrictions. BSP is strictly centered on browser-based deploy-ment and therefore allows an extreme level of custom rendering. This makes BSPa perfect platform for applications that require pixel-perfect layout or specializedUI elements.The other aspect to consider is that Web Dynpro ABAP will not be available until NetWeaver ’04S. Therefore, you must upgrade your existing system to be able to use these new development tools. BSP, on the other hand, has been available for several years and is included in the vast majority of supported SAP product releases. For several more years, BSP may be your only choice for Web develop-ment using the ABAP language.AcknowledgementsFirst, we would like to thank the SAP Developer Network (SDN) content team, particularly Mark Finnern and Craig Cmehil, for not only providing a great servicein the form of SDN, but also making sure that BSP has its comfortable little home there.This book itself has deep roots within SDN. In fact, it is doubtful that it would exist at all if were not for SDN. Several sections of the book have their roots as SDN weblogs. The two authors of this book (who to this day have never met in person or even spoken on the phone) would likely never have crossed paths wereit not for the virtual community that is SDN.For their support, guidance and suggestions, Thomas would like to thank co-workers and friends: Chris Cassidy, Sam Mason, Lynn Scheu, and Sandy Smith. A special thanks goes to Steffen Knoeller, who behind the scenes has influenced many chapters in this book, without even knowing it!17AcknowledgementsBrian would wish to thank the complete team that made BSP happen. There is Albert Becker, who showed a team can work across many groups, and who taught the lesson late one night that VPs still know how to debug ABAP code. There are the ICM colleagues, Oliver Luik and Bernhard Braun, who measured performance in CPU cycles and give a new appreciation for “blazing fast.” Not to be forgotten are their partners in crime, the ICF colleagues: Masoud Aghadavoodi, Christoph Hofmann, and Daniel Walz, who has helped many hours so that we could write our first Web-based logon application. Then there are the men in black, the secu-rity group: Wolfgang Janzen and Martin Rex. The last import group required to start the project was the ABAP Language Group: Andreas Blumenthal, who fights like a lion for anything with ABAP stamped on it and who did a lot for BSP (even although it was not called ABAP Server Pages!); Holger Janz, who taught me the elegance of ABAP programming; Jürgen Lehmann and Peter Januschke, who taught me the complexities of compiler writing in ABAP and that it is actually quiet easy; Klaus Ziegler and Kay Mueller-Silva, who integrated JavaScript, Ulrich Elsaesser, who always used a short pencil for the pre-compiler; and the x-team, Karsten Bohlmann (XSLT) and Rupert Hieble (XML).In building BSP itself, the Workbench needed minor tweaking, plus some hard development by: Sigrun Wintzheimer, Michael Wenz, Margarethe Czarnecki, Andreas Herrmann, and, of course, Jürgen Remmel. The runtime was done by our small group: Rüdiger Kretschmer, who had the idea (and together with a col-league wrote the first ABAP book, and always knows the answers to everything or knows someone that knows); Björn Goerke who hacked the runtime years ago;Regina Breuer who did MVC; Jutta Bindewald, and Arndt Rosenthal.And then there is Steffen Knoeller, who shared my office for years and taught me HTML. Quality management was done by Michael Lottbrein, who rolled the first sneak preview out the door, Judith Rabetge, and Rainer Liebisch. Heidi von Gei-sau and Tina Haug wrote all documentation. Our first support steps were handled by Dongyan Zhao. Not to be forgotten is our extended support troop: Artem Gratchev, Vitaly Romanko, Yulia Kuznetsova, Dmitry Vladimirov, and Andrey Ali-mov. They not only taught me two words in Russian, but they also showed each and every time that the trickiest problems are theirs to solve! Finally, a good product required a few good salesmen: Axel Kurka (who passed away unexpect-edly and before his time; we will remember him fondly) and Dirk Feeken, who came up with the BSP name over lunch!Brian can only say: It is still a great team!For his guidance and patience, we wish to thank our publisher from Galileo Press, Florian Zimniak. Although we broke every rule and deadline he gave us, he stuck18Introductionwith us till the end. We also thank John Parker of SAP PRESS America for his edi-torial skills and for also putting up with our rule-breaking nature.Finally we must thank our families who put up with us through this experience. Without the support of our wives, Shari and Anja, we would never have pulled it through.19Acknowledgements11Creating your own BSP ExtensionElementWe already have seen in the last few chapters how powerful the BSPExtension Framework is. Fortunately, this is also an open technologyframework that allows SAP’s customers to build their own BSP exten-sions and to combine existing extensions to create composite ele-ments.11.1Creating a BSP Extension ElementIn Chapter 9, we took a close look at how BSP extension elements are structuredin order to better understand how to use them. However, this only scratched the surface of what lies within the BSP extension element. Before we begin the pro-cess of writing our own elements, it is important to study in detail the most important part of an extension element: its element-handler class.11.1.1Extension Framework HierarchyThe element-handler class actually represents an inherited hierarchy of class objects that all come together to form the extension framework. It is important to build this inheritance hierarchy correctly, because much of the functionality wewill code within our handler will be placed inside of redefinitions of inherited methods.The core extension framework comprises two objects, IF_BSP_ELEMENT and CL_BSP_ELEMENT. IF_BSP_ELEMENT defines all the core methods and attributes forthe extension framework. CL_BSP_ELEMENT implements the IF_BSP_ELEMENT interface and provides the basic functions that support all BSP extension ele-ments.There are two more objects within this hierarchy, both specific to the individual extension element. The first is a generated basis class, usually created with the fol-lowing naming standard:(Z)CL G_<EXTENSION>_<ELEMENT>This class is automatically generated by the BSP development environment. Whenyou define attributes for your extension element inside the BSP extension editor, these attributes will be generated as public attributes of this basis class. This class should also inherit from CL_BSP_ELEMENT and provide the specific constructorfor the element. By dynamically generating this class, all the attributes of your ele-ment can be strictly typed and checked at compile time.227Creating your own BSP Extension ElementThe final object is the core handler class itself. It should inherit from the generated basis class, and its name is completely user definable. However it is probably good form to following a naming standard such as the following:(Z)CL_<EXTENSION>_<ELEMENT>This class is where you will be spending most of your time as an element author.This class has the method redefinitions and any specific methods or attributes needed to implement the element.11.1.2User-Defined ValidationBSP extension elements are unique among the ABAP language tools in their approach to input validation. The extension runtime gives you the opportunity to code different validation routines that will be executed at runtime and compile time. That means that the syntax check of a BSP page will fire validation code that you can write. This gives you the ability to throw compiler errors for your own elements.In order to implement user-defined validation, we must redefine two methods in our handler class that were inherited down from IF_BSP_ELEMENT.The first method is COMPILE_TIME_IS_VALID. This is where we will code our compile time checks. SAP provides a series of validation methods (in class CL_ BSP_ELEMENT_CT_ATTR_VALID), which assist in this process. In addition to pro-viding simple checks, these methods also properly convert attribute-input string values into Boolean and integers values where necessary.What follows are coding examples for the validation routines of a fictional BSP Extension Element. They contain common types of checks in order to demon-strate the different possible techniques.METHOD if_bsp_element~compile_time_is_valid .validator->to_enum( name = 'Color'enums = 'RED/BLUE/GREEN' ).validator->to_enum( name = 'alignment'enums = 'LEFT/RIGHT' ).validator->to_boolean( name = 'disabled' ).validator->to_integer( name = 'size' ).valid = validator->m_all_values_valid.ENDMETHOD.We also have the method RUNTIME_IS_VALID. This method is useful for checking attribute values that are supplied dynamically, such as through BSP expressions228Creating your own BSP Extension Element(<%=...%>) only at runtime, or for attributes whose values are transformed into another data type.METHOD if_bsp_element~runtime_is_valid.get_class_named_parent(class_name = 'CL_HTMLB_CONTENT' ).IF runtime_parms = '/*/' OR runtime_parms CS 'alignment'.alignment = m_validator->to_enum(name = 'alignment'value = alignmentenums = 'LEFT/RIGHT'required = space ).ENDIF.IF runtime_parms = '/*/' OR runtime_parms CS 'disabled'.disabled = m_validator->bindable_to_boolean(name = 'disabled'value = disabledbinding_path = _disabledpage_context = m_page_context ).ENDIF.IF runtime_parms = '/*/' OR runtime_parms CS 'size'.size = m_validator->bindable_to_integer(name = 'size'value = sizebinding_path = _sizepage_context = m_page_context ).ENDIF.ENDMETHOD.The first line in the runtime validation method checks that this BSP element is used with an <htmlb:content> element. It is not possible to check this at com-pile time, as different elements can be used in different views, and these are com-piled separately. We surround each of our dynamic value checks with an IF checkfor performance. That way we only perform validation routines on attributes that actually have values set dynamically.It is important to note that these two validation methods will only be called if the User-Defined Validation option is selected in the BSP Element Properties. That way, if you have no validations that you wish to perform in your element, you can save the time that it would have taken for the framework to make calls into simply empty methods.229Creating a BSP Extension Element。
microsofs类型初始值设定项引发异常的解决方法

microsofs类型初始值设定项引发异常的解决方法在解决出现异常的过程中,我们需要检查和调整以下几个方面:1. 初始化参数检查初始化参数是否正确,并与其所需的数据类型匹配。
如果参数不正确或不匹配,可能会导致异常。
确保所有参数都被正确初始化,以及被初始化为正确的类型。
2. 异常处理添加异常处理代码,以处理可能发生的异常情况。
可以使用try-catch语句块来捕获异常,并在catch块中执行适当的操作来处理异常。
例如,可以在出现异常时打印错误消息、记录日志或向用户显示有关错误的通知。
3. 输入验证对于从外部接收的输入数据,特别是用户输入的数据,需要进行验证和过滤。
不合法或不受信任的输入可能会导致异常。
确保输入数据符合预期的格式和要求,以减少出现异常的可能性。
4. 范围检查在使用微软类型进行初始化时,需要进行范围检查以确保输入的值在合法的范围内。
对于整数类型,检查数值是否在可接受的范围内;对于字符串类型,检查字符串的长度是否符合要求。
通过限制输入值的范围,可以减少异常的发生。
5. 代码优化通过对代码进行优化,可以降低出现异常的可能性。
可以使用更安全的编码模式,避免冗余的代码和不必要的复杂性,以减少潜在的错误或异常。
6. 调试在出现异常时,使用调试工具来识别问题的根本原因。
可以使用断点、日志输出或调试器来检查代码的执行路径,并查看变量值的更改。
通过仔细分析代码的执行过程,可以找到导致异常的具体原因,并采取相应的措施解决异常。
7. 版本兼容性某些微软类型的初始值设定项可能会因不同的操作系统或软件版本而导致异常。
在使用这些类型时,需要确保选择适当的版本,并遵循操作系统或软件的相关规范。
在更新或升级系统时,还需要测试和验证代码的兼容性,以避免因版本差异而导致异常。
8. 参考文档– .NET 异常处理指南: Microsoft官方提供的.NET异常处理的指南,包含了异常处理的最佳实践和常见问题的解决方案。
– Microsoft 文档: Microsoft提供的详细技术文档,覆盖了微软类型的初始化和使用方法,包含了解决常见问题的相关内容。
Infoprint 250 導入と計画の手引き 第 7 章ホスト

SUBNETMASK
255.255.255.128
Type of service...............: TOS
*NORMAL
Maximum transmission unit.....: MTU
*LIND
Autostart.....................:
AUTOSTART
*YES
: xx.xxx.xxx.xxx
: xx.xxx.xxx.xxx
*
(
)
IEEE802.3
60 1500
: xxxx
48 Infoprint 250
31. AS/400
IP
MTU
1
1
IPDS TCP
CRTPSFCFG (V3R2)
WRKAFP2 (V3R1 & V3R6)
RMTLOCNAME RMTSYS
MODEL
0
Advanced function printing............:
AFP
*YES
AFP attachment........................:
AFPATTACH
*APPC
Online at IPL.........................:
ONLINE
FORMFEED
*CONT
Separator drawer......................:
SEPDRAWER
*FILE
Separator program.....................:
SEPPGM
*NONE
Library.............................:
eoferror的解决方法

eoferror的解决方法解决EOFError的方法在Python编程中,EOFError是一种常见的错误类型,它表示在输入函数(例如input())尝试读取下一个字符时,已经到达了输入流的末尾。
当程序试图读取输入时,如果没有提供足够的输入,就会引发EOFError。
遇到EOFError错误时,我们可以采取一些方法来解决它,下面将介绍几种常用的解决方法。
1. 检查输入是否完整我们需要检查输入是否完整。
如果我们使用的是input()函数进行输入,那么可以检查输入的字符串长度是否为0。
如果长度为0,说明没有输入内容,就可以提示用户重新输入。
```pythontry:user_input = input("请输入:")if len(user_input) == 0:print("输入不能为空,请重新输入!")# 重新进行输入操作else:# 处理输入的内容except EOFError:print("输入错误,请重新输入!")# 重新进行输入操作```2. 使用try-except语句处理异常我们可以使用try-except语句来捕获EOFError异常,并在发生异常时进行相应的处理。
```pythontry:# 读取输入操作except EOFError:print("输入错误,请重新输入!")# 重新进行输入操作```通过使用try-except语句,我们可以在发生EOFError异常时捕获它,并输出错误提示信息,然后进行重新输入操作。
3. 使用while循环进行输入为了避免出现EOFError的情况,我们可以使用while循环来持续进行输入操作,直到得到有效的输入为止。
```pythonwhile True:try:# 读取输入操作breakexcept EOFError:print("输入错误,请重新输入!")# 重新进行输入操作```通过使用while循环,我们可以持续进行输入操作,直到成功读取到有效的输入为止。
- 1、下载文档前请自行甄别文档内容的完整性,平台不提供额外的编辑、内容补充、找答案等附加服务。
- 2、"仅部分预览"的文档,不可在线预览部分如存在完整性等问题,可反馈申请退款(可完整预览的文档不适用该条件!)。
- 3、如文档侵犯您的权益,请联系客服反馈,我们会尽快为您处理(人工客服工作时间:9:00-18:30)。
It was proved by Duffin and Schaeffer10 that if F is a frame for H and f ∈ F is such that F \ {f } is complete in H , then F \ {f } is a frame for H . By iterating, it follows that in any overcomplete frame at least finitely many elements can be removed yet still leave a frame. It was shown in Balan et al. 2 that in any overcomplete Gabor frame it is possible to find an infinite subset that can be deleted yet leave a frame (not merely a complete set), and furthermore the frame bounds of the resulting system can be controlled. Moreover, this result was a corollary of more general results on the excesses and deficits of Bessel sequences and arbitrary frames, also with implications for wavelet frames. In this paper we give a new proof of a key result from Balan et al.2 Namely, we prove that if there exist infinitely many elements gn ∈ F such that F \ {gn} is complete for each individual n and if there is a uniform lower frame bound L for each individual frame F \ {gn}, then there exists an infinite subsequence {gnk }k∈N of {gn }n∈N such that F \ {gnk }k∈N is a frame for H . Moreover, we show that if the frame is Parseval (A = B = 1), then this can be done in a way that changes the lower frame bound to no less than L − ε. Recently, we have shown that if stronger hypotheses on the frame are imposed, namely that F be a so-called localized frame, then stronger results on excess can be obtained.3 However, the results of this paper apply without the need to assume the localization hypothesis.
E-mail: (R. Balan) rvbalan@; (P. G. Casazza) pete@; (C. Heil) heil@; (Z. Landau) landau@
b Department a Siemens
ABSTRACT
The excess of a sequence in a Hilbert space H is the greatest number of elements that can be removed yet leave a set with the same closed span. This paper proves that if F is a frame for H and there exist infinitely many elements gn ∈ F such that F \ {gn } is complete for each individual n and if there is a uniform lower frame bound L for each frame F \ {gn}, then there exists an infinite subsequence {gnk }k∈N of {gn }n∈N such that F \ {gnk }k∈N is still a frame for H . Moreover, if the frame is Parseval (i.e., has frame bounds A = B = 1), then we show that for each ε > 0 this can be done in a way that changes the lower frame bound to no less than L − ε. Keywords: Bessel sequences, excess, frames, Gabor systems, Riesz bases, wavelets, Weyl–Heisenberg systems
1. INTRODUCTION
A sequence F = {fi }i∈I of elements of a Hilbert space H is a frame for H if there exist constants A, B > 0 such that | h, fi |2 ≤ B h 2 . (1) ∀ h ∈ H, A h 2 ≤
i∈I i∈I
with unconditional convergence of these series. In general, however, a frame need not be a basis, and the representations in (2) need not be unique. Frames which are not bases are overcomplete, i.e., there exist proper subsets of the frame which are complete.10 The excess of the frame is the greatest integer n such that n elements can be deleted from the frame and still leave a complete set, or ∞ if there is no upper bound to the number of elements that can be removed. In the former case, it can be shown that the frame is simply a Riesz basis to which finitely many elements have been adjoined.14 Such frames are called “near Riesz bases” and behave in many respects like Riesz bases. A frame with infinite excess need not contain a Riesz basis as a subset. 6 Our earlier paper2 studied the excess of frames and of more general systems. The motivation was the particular case of Gabor or Weyl–Heisenberg frames. Given g ∈ L2 (R) and α, β > 0, the collection {e2πimβx g (x − nα)}m,n∈Z is called a Gabor frame if it is a frame for the Hilbert space L2 (R). The Balian–Low Theorem states that if a Gabor frame is a Riesz basis for L2 (R), then the window function g must be poorly localized in either time or frequency.4, 9 Thus, the most useful Gabor frames are overcomplete. It can be shown that if αβ > 1 then any Gabor system is incomplete, if αβ = 1 then a Gabor frame is a Riesz basis, and if αβ < 1 then a Gabor frame is overcomplete.1, 9, 18, 19
Байду номын сангаасi∈I
The numbers A, B are called lower and upper frame bounds, respectively. Frames were first introduced by Duffin and Schaeffer10 in the context of nonharmonic Fourier series, and today frames play important roles in many applications in mathematics, science, and engineering. We refer to the texts of Daubechies, 9 Christensen,8 or the research-tutorial of Heil–Walnut13 for basic properties of frames. ˜ Each frame F provides basis-like representations of the elements of H . Specifically, there exist vectors f i ∈H such that ˜ ˜ ∀ h ∈ H, h = h, fi f h, f (2) i = i fi ,