header

Numerical assessment of multistory reinforced concrete structures with soft story / (Record no. 81994)

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
Holdings
Source of classification or shelving scheme Not for loan Home library Current library Date acquired Full call number Barcode Date last seen Koha item type Copy number
Dewey Decimal Classification   المكتبة المركزبة الجديدة - جامعة القاهرة قاعة الرسائل الجامعية - الدور الاول 11.02.2024 Cai01.13.05.Ph.D.2021.Ib.N 01010110084095000 22.09.2023 Thesis  
Dewey Decimal Classification   المكتبة المركزبة الجديدة - جامعة القاهرة مخـــزن الرســائل الجـــامعية - البدروم 11.02.2024 Cai01.13.05.Ph.D.2021.Ib.N 01020110084095000 22.09.2023 CD - Rom 84095.CD