MARC details
| 000 -LEADER |
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| fixed length control field |
02422cam a2200313 a 4500 |
| 003 - CONTROL NUMBER IDENTIFIER |
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| control field |
EG-GiCUC |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
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| fixed length control field |
181229s2018 ua dh f m 000 0 eng d |
| 040 ## - CATALOGING SOURCE |
|---|
| Original cataloging agency |
EG-GiCUC |
| Language of cataloging |
eng |
| Transcribing agency |
EG-GiCUC |
| 041 0# - LANGUAGE CODE |
|---|
| Language code of text/sound track or separate title |
eng |
| 049 ## - LOCAL HOLDINGS (OCLC) |
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| Holding library |
Deposite |
| 097 ## - Thesis Degree |
|---|
| Thesis Level |
M.Sc |
| 099 ## - LOCAL FREE-TEXT CALL NUMBER (OCLC) |
|---|
| Classification number |
Cai01.13.05.M.Sc.2018.Re.N |
| 100 0# - MAIN ENTRY--PERSONAL NAME |
|---|
| Personal name |
Rehab Magdy Elsaied Rezk |
| 245 10 - TITLE STATEMENT |
|---|
| Title |
Numerical study on seismic behavior requirements for steel plate shear walls / |
| Statement of responsibility, etc. |
Rehab Magdy Elsaied Rezk ; Supervised Sherif Ahmed Mourad , Mohammed Hassanien Serror |
| 246 15 - VARYING FORM OF TITLE |
|---|
| Title proper/short title |
دراسة عددية لمتطلبات السلوك الزلزالى لحوائط القص من الألواح الصلب |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. |
|---|
| Place of publication, distribution, etc. |
Cairo : |
| Name of publisher, distributor, etc. |
Rehab Magdy Elsaied Rezk , |
| Date of publication, distribution, etc. |
2018 |
| 300 ## - PHYSICAL DESCRIPTION |
|---|
| Extent |
209 P. : |
| Other physical details |
charts , facsimiles ; |
| Dimensions |
30cm |
| 502 ## - DISSERTATION NOTE |
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| Dissertation note |
Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering |
| 520 ## - SUMMARY, ETC. |
|---|
| Summary, etc. |
Shear strength of unstiffened steel plate shear walls, SPSWs, was conventionally computed assuming fully yielded in-fill plate and collapse of boundary frame elements by uniform yielding mechanism at ultimate load. Accordingly, both canadian and American seismic provisions for design of SPSWs did introduce a minimum stiffness for vertical boundary elements (VBE) to ensure the yielding capacity of the infill plate. These seismic provisions have been investigated numerically in this research work. Unexpected failure in the VBE has been observed despite the prescribed minimum stiffness by the codes. Hence, the infill plate could not achieve the target lateral load capacity. A comprehensive parametric study has been conducted on SPSWs, using nonlinear finite element analysis by ANSYS software, to modify the seismic requirements for the VBE. Both stiffened and unstiffned SPSWs have been investigated. Based on the numerical results, equations for the modified minimum stiffness and strength of VBE have been proposed so that the infill plate attains the yielding capacity. The numerical results, based on the proposed equations, have been compared with the code target lateral load capacity where good fitting has been reported |
| 530 ## - ADDITIONAL PHYSICAL FORM AVAILABLE NOTE |
|---|
| Additional physical form available note |
Issued also as CD |
| 653 #4 - INDEX TERM--UNCONTROLLED |
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| Uncontrolled term |
Column |
| 653 #4 - INDEX TERM--UNCONTROLLED |
|---|
| Uncontrolled term |
Shear strength |
| 653 #4 - INDEX TERM--UNCONTROLLED |
|---|
| Uncontrolled term |
SPSW |
| 700 0# - ADDED ENTRY--PERSONAL NAME |
|---|
| Personal name |
Mohammed Hassanien Serror , |
| Relator term |
|
| 700 0# - ADDED ENTRY--PERSONAL NAME |
|---|
| Personal name |
Sherif Ahmed Mourad , |
| Relator term |
|
| 905 ## - LOCAL DATA ELEMENT E, LDE (RLIN) |
|---|
| Cataloger |
Nazla |
| Reviser |
Revisor |
| 905 ## - LOCAL DATA ELEMENT E, LDE (RLIN) |
|---|
| Cataloger |
Samia |
| Reviser |
Cataloger |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) |
|---|
| Source of classification or shelving scheme |
Dewey Decimal Classification |
| Koha item type |
Thesis |
