header

Comparison between advanced pushover techniques for estimating seismic demands of code - designed steel frame buildings / (Record no. 49970)

MARC details
000 -LEADER
fixed length control field 02255cam a2200313 a 4500
003 - CONTROL NUMBER IDENTIFIER
control field EG-GiCUC
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 150322s2014 ua 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.2014.Ma.C
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Mahmoud Reda Thabt Manaa
245 10 - TITLE STATEMENT
Title Comparison between advanced pushover techniques for estimating seismic demands of code - designed steel frame buildings /
Statement of responsibility, etc. Mahmoud Reda Thabt Manaa ; Supervised Adel Yahia Akl , Nayer Ahmed Elesnawy
246 15 - VARYING FORM OF TITLE
Title proper/short title مقارنة طرق الدفع الجانبى المتقدمة لتقدير المتطلبات الزلزالية لمبانى الاطارات المعدنية المصممة طبقا للكود
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Cairo :
Name of publisher, distributor, etc. Mahmoud Reda Thabt Manaa ,
Date of publication, distribution, etc. 2014
300 ## - PHYSICAL DESCRIPTION
Extent 316 P. ;
Dimensions 30cm
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering
520 ## - SUMMARY, ETC.
Summary, etc. Analytical and numerical studies have been performed to investigate the accuracy of different advanced pushover techniques to estimate the seismic demands of steel frame buildings. The pushover techniques included are the conventional pushover, the modal pushover analysis (MPA), the modal pushover analysis based on response spectra (MPPRS), the modal combination technique, the upper bound pushover analysis, and the weighted lateral pushover technique. Five steel buildings have been selected for this research, which are designed according to the Egyptian code of practice for steel construction and bridges and the Egyptian code for calculating the loads and forces in structural work and masonry. The number of stories for these buildings is 6, 9, 15, 20 and 30 stories, and the lateral resisting systems are moment resisting frames located around the perimeter of the building. The frame buildings are excited by seven natural earthquake records
530 ## - ADDITIONAL PHYSICAL FORM AVAILABLE NOTE
Additional physical form available note Issued also as CD
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Modal pushover analysis
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Nonlinear dynamic analysis
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Pushover analysis
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Adel Yahia Akl ,
Relator term
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Nayer Ahmed Elesnawy ,
Relator term
905 ## - LOCAL DATA ELEMENT E, LDE (RLIN)
Cataloger Nazla
Reviser Revisor
905 ## - LOCAL DATA ELEMENT E, LDE (RLIN)
Cataloger Samia
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.2014.Ma.C 01010110064898000 22.09.2023 Thesis  
Dewey Decimal Classification   المكتبة المركزبة الجديدة - جامعة القاهرة مخـــزن الرســائل الجـــامعية - البدروم 11.02.2024 Cai01.13.05.M.Sc.2014.Ma.C 01020110064898000 22.09.2023 CD - Rom 64898.CD