SEISMIC PERFORMANCE OF SELF-CENTERING STEEL PLATE SHEAR WALLS / (رقم التسجيلة. 180687)
[ عرض عادي ]
| 000 -LEADER | |
|---|---|
| fixed length control field | 04065nam a22004217a 4500 |
| 003 - CONTROL NUMBER IDENTIFIER | |
| control field | EG-GICUC |
| 005 - أخر تعامل مع التسجيلة | |
| control field | 20260704125254.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 260704s2022 ua a|||frm||| 000 0 eng d |
| 040 ## - CATALOGING SOURCE | |
| Original cataloguing agency | EG-GICUC |
| Language of cataloging | eng |
| Transcribing agency | EG-GICUC |
| Modifying agency | EG-GICUC |
| Description conventions | rda |
| 041 0# - LANGUAGE CODE | |
| Language code of text/sound track or separate title | eng |
| Language code of summary or abstract | eng |
| -- | ara |
| 049 ## - Acquisition Source | |
| Acquisition Source | Deposit |
| 082 04 - DEWEY DECIMAL CLASSIFICATION NUMBER | |
| Classification number | 624.1 |
| 092 ## - LOCALLY ASSIGNED DEWEY CALL NUMBER (OCLC) | |
| Classification number | 624.1 |
| Edition number | 21 |
| 097 ## - Degree | |
| Degree | M.Sc |
| 099 ## - LOCAL FREE-TEXT CALL NUMBER (OCLC) | |
| Local Call Number | Cai01.13.05.M.Sc.2022.Kh.S |
| 100 0# - MAIN ENTRY--PERSONAL NAME | |
| Authority record control number or standard number | Khalid Hossam Mohamed Al-Derdaby Al-Kady, |
| Preparation | preparation. |
| 245 10 - TITLE STATEMENT | |
| Title | SEISMIC PERFORMANCE OF SELF-CENTERING STEEL PLATE SHEAR WALLS / |
| Statement of responsibility, etc. | by Khalid Hossam Mohamed Al-Derdaby Al-Kady ; Supervised Prof.Dr. Hazem Hossam El din ElAnwar, Prof.Dr.Ashraf Mahmoud |
| 246 15 - VARYING FORM OF TITLE | |
| Title proper/short title | التصرف الزلزالي لحوائط القص من ألواح الصلب ذات األتزان الذاتي |
| 264 #0 - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE | |
| Date of production, publication, distribution, manufacture, or copyright notice | 2022. |
| 300 ## - PHYSICAL DESCRIPTION | |
| Extent | 145 p. : |
| Other physical details | illustrations ; |
| Dimensions | 30 cm. + |
| Accompanying material | CD. |
| 336 ## - CONTENT TYPE | |
| Content type term | text |
| Source | rda content |
| 337 ## - MEDIA TYPE | |
| Media type term | Unmediated |
| Source | rdamedia |
| 338 ## - CARRIER TYPE | |
| Carrier type term | volume |
| Source | rdacarrier |
| 502 ## - DISSERTATION NOTE | |
| Dissertation note | Thesis (M.Sc.)-Cairo nivsersity,2022. |
| 504 ## - BIBLIOGRAPHY, ETC. NOTE | |
| Bibliography, etc. note | Bibliography: p. 53-57. |
| 520 #3 - SUMMARY, ETC. | |
| Summary, etc. | Self-Centering Steel Plate Shear Walls (SC-SPSWs) are used to guarantee the<br/>immediate occupancy of structures after strong earthquakes with the least possible<br/>amount of repair. The SC-SPSW is an integration of two distinct structural systems:<br/>(1) SPSW and (2) PT rocking steel moment connections. The SC-SPSW is an<br/>economic and strong structural system that localizes the damage due to moderate or<br/>severe earthquakes in the steel web plates mostly, which can be easily replaced. This<br/>study is concerned with investigating the seismic performance of SC-SPSWs with<br/>different panel aspect ratios (height-to-length ratios) 0.66, 1, and 1.31. The SC-SPSW<br/>prototype buildings used in the parametric study were built according to a<br/>performance-based seismic design approach. A framework comprising the graphicaluser-interface software OPENSEES Navigator and the finite element software<br/>OPENSEES was used for building numerical models incorporating geometric and<br/>material nonlinearities for the SC-SPSWs. The seismic performance of the SC-SPSW<br/>prototypes was evaluated through conducting extensive nonlinear time history<br/>analyses. The compliance of the SC-SPSW prototypes with the PBSD approach was<br/>assessed under earthquakes with 50%, 10%, and 2% probabilities of exceedance in 50<br/>y |
| 520 #3 - SUMMARY, ETC. | |
| Summary, etc. | يتم استعمال حوائط القص من الواح الصلب ذات األتزان الذاتي لضمان االستعمال المباشر للمنشآت<br/>بعد الزالزل القوية باقل قدر ممكن من الترميم. ان حوائط القص من ألواح الصلب ذات األتزان الذاتي<br/>هي نظام انشائي اقتصادي و قوي يعمل على تركيز الضرر من الزالزل القوية لتكون في ألواح الصلب<br/>فقط التي يمكن استبدالها بسهولة .تلك الدراسة مهتمة بدراسة مدى تأثير التصرف الزلزالي لحوائط القص<br/>من ألواح الصلب ذات األتزان الذاتي بتغيير نسبة أبعاد الحائط لبعضها . للوصول لهذا الهدف تم عمل<br/>دراسة بنسب مختلفة باستعمال برنامج أوبن سيس. الدراسة قامت بألوصول ألرشادات عامة متعلقة<br/>باستخدام هذا النظام لتصميم المنشآت و التفاصيل االنشائية في المناطق الزلزالية |
| 530 ## - ADDITIONAL PHYSICAL FORM AVAILABLE NOTE | |
| Issues CD | Issued also as CD |
| 546 ## - LANGUAGE NOTE | |
| Text Language | Text in English and abstract in Arabic & English. |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | Structural Engineering |
| 653 #1 - INDEX TERM--UNCONTROLLED | |
| Uncontrolled term | Self-Centering |
| 700 0# - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Hazem Hossam El din ElAnwar |
| Relator term | thesis advisor. |
| 700 0# - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Ashraf Mahmoud |
| Relator term | thesis advisor. |
| 900 ## - Thesis Information | |
| Grant date | 01-01-2022 |
| Supervisory body | Hazem Hossam El din ElAnwar |
| -- | Ashraf Mahmoud |
| Universities | Cairo University |
| Faculties | FACULTY OF ENGINEERING |
| Department | Department of Structural Engineering |
| 905 ## - Cataloger and Reviser Names | |
| Cataloger Name | Shimaa |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) | |
| Source of classification or shelving scheme | Dewey Decimal Classification |
| Koha item type | Thesis |
| Edition | 21 |
| Suppress in OPAC | No |
| Source of classification or shelving scheme | Home library | Current library | Date acquired | Inventory number | Full call number | Barcode | Date last seen | Effective from | Koha item type |
|---|---|---|---|---|---|---|---|---|---|
| Dewey Decimal Classification | المكتبة المركزبة الجديدة - جامعة القاهرة | قاعة الرسائل الجامعية - الدور الاول | 04.07.2026 | 85803 | Cai01.13.05.M.Sc.2022.Kh.S | 01010110085803000 | 04.07.2026 | 04.07.2026 | Thesis |