MARC details
| 000 -LEADER |
|---|
| fixed length control field |
02277cam a2200313 a 4500 |
| 003 - CONTROL NUMBER IDENTIFIER |
|---|
| control field |
EG-GiCUC |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
|---|
| fixed length control field |
210919s2021 ua dho 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 |
M.Sc |
| 099 ## - LOCAL FREE-TEXT CALL NUMBER (OCLC) |
|---|
| Classification number |
Cai01.13.05.M.Sc.2021.Mo.D |
| 100 0# - MAIN ENTRY--PERSONAL NAME |
|---|
| Personal name |
Mostafa Elsayed Elrefaay Sorror |
| 245 10 - TITLE STATEMENT |
|---|
| Title |
Design procedure of stay cables for different bridge configurations / |
| Statement of responsibility, etc. |
Mostafa Elsayed Elrefaay Sorror ; Supervised Sherif A. Mourad , Hazem H. Elanwar |
| 246 15 - VARYING FORM OF TITLE |
|---|
| Title proper/short title |
تصميم كابلات الشد لانواع الجسورالملجمة المختلفة |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. |
|---|
| Place of publication, distribution, etc. |
Cairo : |
| Name of publisher, distributor, etc. |
Mostafa Elsayed Elrefaay Sorror , |
| Date of publication, distribution, etc. |
2021 |
| 300 ## - PHYSICAL DESCRIPTION |
|---|
| Extent |
In various paging : |
| Other physical details |
charts , facsimiles ; |
| Dimensions |
30cm |
| 502 ## - DISSERTATION NOTE |
|---|
| Dissertation note |
Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering |
| 520 ## - SUMMARY, ETC. |
|---|
| Summary, etc. |
Cable stayed bridges areconsidered one of the preferred structural systems used for bridges that covers large spans due to their economical and aesthetic values. In this system, the bridge deck is supported by cables that are subjected to pre-tensioning force and hence, it reduces the free span of the bridge deck. The optimum post-tensioning cable forces design is governed by several factors including the bridge span, the bridge type, and the pylon height. In this study the design procedure of cable stayed bridges using the analysis program CSI Bridge is illustrated.The procedure also includes the staged construction analysis process, since large deflections occur in bridge deck at the cantilever segments during construction.The proposed analysis procedure is verified against the design values of the existing Kigamboni cable stayed bridge located in Tanzania. Accordingly, a parametric study that consists of 36 finite element models is carried out to investigate the optimum post-tensioning cable forces for different arrangements with variation in spans and height of pylon |
| 530 ## - ADDITIONAL PHYSICAL FORM AVAILABLE NOTE |
|---|
| Additional physical form available note |
Issued also as CD |
| 653 #4 - INDEX TERM--UNCONTROLLED |
|---|
| Uncontrolled term |
Cable-Stayed Bridge |
| 653 #4 - INDEX TERM--UNCONTROLLED |
|---|
| Uncontrolled term |
Cables arrangements |
| 653 #4 - INDEX TERM--UNCONTROLLED |
|---|
| Uncontrolled term |
CSI Finite Element |
| 700 0# - ADDED ENTRY--PERSONAL NAME |
|---|
| Personal name |
Hazem H. Elanwar , |
| Relator term |
|
| 700 0# - ADDED ENTRY--PERSONAL NAME |
|---|
| Personal name |
Sherif A. Mourad , |
| Relator term |
|
| 905 ## - LOCAL DATA ELEMENT E, LDE (RLIN) |
|---|
| Cataloger |
Nazla |
| Reviser |
Revisor |
| 905 ## - LOCAL DATA ELEMENT E, LDE (RLIN) |
|---|
| Cataloger |
Shimaa |
| Reviser |
Cataloger |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) |
|---|
| Source of classification or shelving scheme |
Dewey Decimal Classification |
| Koha item type |
Thesis |
