MARC details
| 000 -LEADER |
|---|
| fixed length control field |
02217cam a2200313 a 4500 |
| 003 - CONTROL NUMBER IDENTIFIER |
|---|
| control field |
EG-GiCUC |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
|---|
| fixed length control field |
150212s2014 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) |
|---|
| Holding library |
Deposite |
| 097 ## - Thesis Degree |
|---|
| Thesis Level |
Ph.D |
| 099 ## - LOCAL FREE-TEXT CALL NUMBER (OCLC) |
|---|
| Classification number |
Cai01.13.05.Ph.D.2014.Mo.A |
| 100 0# - MAIN ENTRY--PERSONAL NAME |
|---|
| Personal name |
Mostafa Alsayed Alshawadfy amer |
| 245 10 - TITLE STATEMENT |
|---|
| Title |
Analysis and design of steel plate shear walls / |
| Statement of responsibility, etc. |
Mostafa Alsayed Alshawadfy Amer ; Supervised Elsayed Bahaa Eldin Machaly , Sherif Saleh Safar |
| 246 15 - VARYING FORM OF TITLE |
|---|
| Title proper/short title |
تحليل وتصميم حوائط القص الحديدية اللوحية |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. |
|---|
| Place of publication, distribution, etc. |
Cairo : |
| Name of publisher, distributor, etc. |
Mostafa Alsayed Alshawadfy Amer , |
| Date of publication, distribution, etc. |
2014 |
| 300 ## - PHYSICAL DESCRIPTION |
|---|
| Extent |
251 P. : |
| Other physical details |
charts , facsimiles ; |
| Dimensions |
30cm |
| 502 ## - DISSERTATION NOTE |
|---|
| Dissertation note |
Thesis (Ph.D.) - Cairo University - Faculty of Engineering - Department of Civil Engineering |
| 520 ## - SUMMARY, ETC. |
|---|
| Summary, etc. |
Shear strength of unrestrained 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. Boundary frame elements were proportioned to remain essentially elastic under diagonal tension forces in the in-fill plate except that plastic hinges at ends of beams were permitted. In order to develop full yielding of the in-fill plate, columns of unrestrained SPSWs were required to satisfy minimum inertia requirement that was based on Wagner flange flexibility parameter. On the other hand, ultimate shear strength and design requirements of column-restrained SPSWs were not addressed in current design specifications. In this thesis, the ultimate shear strength and design requirements of unrestrained and column-restrained SPSWs were investigated by the finite element method. Numerical modeling of the wall was established using the commercial software, ANSYS, at which boundary frame elements and in-fill plate were modeled using finite strain shell elements |
| 530 ## - ADDITIONAL PHYSICAL FORM AVAILABLE NOTE |
|---|
| Additional physical form available note |
Issued also as CD |
| 653 #4 - INDEX TERM--UNCONTROLLED |
|---|
| Uncontrolled term |
CR-SPSW |
| 653 #4 - INDEX TERM--UNCONTROLLED |
|---|
| Uncontrolled term |
Shear wall |
| 653 #4 - INDEX TERM--UNCONTROLLED |
|---|
| Uncontrolled term |
SPSW |
| 700 0# - ADDED ENTRY--PERSONAL NAME |
|---|
| Personal name |
Elsayed Bahaa Eldin Machaly , |
| Relator term |
|
| 700 0# - ADDED ENTRY--PERSONAL NAME |
|---|
| Personal name |
Sherif Saleh Safar , |
| Relator term |
|
| 905 ## - LOCAL DATA ELEMENT E, LDE (RLIN) |
|---|
| Cataloger |
Aml |
| Reviser |
Cataloger |
| 905 ## - LOCAL DATA ELEMENT E, LDE (RLIN) |
|---|
| Cataloger |
Nazla |
| Reviser |
Revisor |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) |
|---|
| Source of classification or shelving scheme |
Dewey Decimal Classification |
| Koha item type |
Thesis |
