MARC details
000 -LEADER |
fixed length control field |
02183cam a2200301 a 4500 |
003 - CONTROL NUMBER IDENTIFIER |
control field |
EG-GiCUC |
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
fixed length control field |
210905s2021 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.2021.Ib.N |
100 0# - MAIN ENTRY--PERSONAL NAME |
Personal name |
Ibrahim Ragab Attia Ali Sallam |
245 10 - TITLE STATEMENT |
Title |
Numerical assessment of multistory reinforced concrete structures with soft story / |
Statement of responsibility, etc. |
Ibrahim Ragab Attia Ali Sallam ; Supervised Hamed M. Salem |
246 15 - VARYING FORM OF TITLE |
Title proper/short title |
نتقييم عددى للمنشآت الخرسانية المسلحة متعددة الادوار ذات دور لين |
260 ## - PUBLICATION, DISTRIBUTION, ETC. |
Place of publication, distribution, etc. |
Cairo : |
Name of publisher, distributor, etc. |
Ibrahim Ragab Attia Ali Sallam , |
Date of publication, distribution, etc. |
2021 |
300 ## - PHYSICAL DESCRIPTION |
Extent |
170 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. |
The aim of this study is to make a numerical assessment and strengthening of multistory reinforced concrete structures with a soft-story subjected to seismic action. The numerical method used in this research is the Applied Element Method (AEM).The AEM is following a discrete crack approach in which partial/total collapse can be predicted. To validate the numerical tool, experimental work is carried out for two story frames with soft story.The experimental models include a bare frame model and a soft-story model then analytical model made with the same parameters and details. A numerical assessment and strengthening of 12 floors reinforced concrete structure with soft ground story is then carried out. Investigated strengthening methods rely on increasing the rigidity of the soft story through are adding concrete walls, masonry walls, or bracings.The minimum amount of those added structural elements is targeted. Also, new technique is used to prevent soft story collapse using walls with gaps and it is approved to be an economic way for this issue |
530 ## - ADDITIONAL PHYSICAL FORM AVAILABLE NOTE |
Additional physical form available note |
Issued also as CD |
653 #4 - INDEX TERM--UNCONTROLLED |
Uncontrolled term |
Collapse |
653 #4 - INDEX TERM--UNCONTROLLED |
Uncontrolled term |
Earthquake |
653 #4 - INDEX TERM--UNCONTROLLED |
Uncontrolled term |
Soft story |
700 0# - ADDED ENTRY--PERSONAL NAME |
Personal name |
Hamed M. Salem , |
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 |