header

Pushoveranalysis of RC building frameswith symmetrical setback / (Record no. 77494)

MARC details
000 -LEADER
fixed length control field 03354cam a2200313 a 4500
003 - CONTROL NUMBER IDENTIFIER
control field EG-GiCUC
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 200901s2020 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 M.Sc
099 ## - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number Cai01.13.05.M.Sc.2020.Ah.P
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Ahmed Gamal Fouad Ali
245 10 - TITLE STATEMENT
Title Pushoveranalysis of RC building frameswith symmetrical setback /
Statement of responsibility, etc. Ahmed Gamal Fouad Ali ; Supervised Bahaa E. H. Mahmoud , Nayer A. Elesnawy
246 15 - VARYING FORM OF TITLE
Title proper/short title التحليل الإنشائى بالدفع الجانبى لإطارات المبانى الخرسانية ذات الإرتدادات المتماثلة
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Cairo :
Name of publisher, distributor, etc. Ahmed Gamal Fouad Ali ,
Date of publication, distribution, etc. 2020
300 ## - PHYSICAL DESCRIPTION
Extent 197 P. :
Other physical details charts , facimiles ;
Dimensions 25cm
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering
520 ## - SUMMARY, ETC.
Summary, etc. Multi-storey moment-resisting frames should have sufficient capacity to resist damage under earthquake excitations. The main parameters that affect the seismic capacity are stiffness, mass, and strength. Due to modern architectural design demands, geometrical irregularities have become one of the most practical problems forstructural engineers.These irregularities can be in either plan or elevation. The most common reason for the irregularities in elevation is the presence of setbacks. A lot ofresearchhas been performed to study the seismic capacity of structures with setbacks and derive methods to improve their seismic performance.The pushover analysis is a non-linear static technique used to evaluate the seismic capacity of structures. Standard pushover analyses stated in ATC-40, EC8, and FEMA-356 are limited for buildings with regular geometry. Investigating the capacity and performance of buildings with setbacks using thestandard pushover analysis may not be possible as it does not takeinto account the contribution of higher modes.There is limited research in the literature using the pushover analysis methods for buildings with setbacks. In order to investigate and provide a solution for this practical problem, the performance of standard pushover analysis, and other advanced pushover methodologies for buildings with the setbacks, have been examined.In this thesis, the seismic capacity and performance of several reinforced concrete multi-storey moment-resisting RC frames with setbacks are investigated using four pushover analysis methods: the mass proportional uniform pushover analysis, the mass proportional triangular pushover analysis, the method of modal combinations, and the improved upper bound method. Also, the non-linear time-history analysis using seven scaled earthquakes is applied to determine the mean values and standard deviations for the seismic responses.The results of the storey drifts for serviceability,inter-story drifts for damage and the base shear for strength determined by the pushover analysis methods are compared with the mean results determined by the non-lineartime-history analysis
530 ## - ADDITIONAL PHYSICAL FORM AVAILABLE NOTE
Additional physical form available note Issued also as CD
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Pushover analysis
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term RC frames
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Symmetrical setback
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Bahaa E. H. Mahmoud ,
Relator term
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Nayer A. Elesnawy ,
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.M.Sc.2020.Ah.P 01010110081380000 22.09.2023 Thesis  
Dewey Decimal Classification   المكتبة المركزبة الجديدة - جامعة القاهرة مخـــزن الرســائل الجـــامعية - البدروم 11.02.2024 Cai01.13.05.M.Sc.2020.Ah.P 01020110081380000 22.09.2023 CD - Rom 81380.CD