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Numerical evaluation of response modification factor for RC structures under the effect of vertical and horizontal ground motions / (Record no. 78179)

MARC details
000 -LEADER
fixed length control field 02142cam a2200301 a 4500
003 - CONTROL NUMBER IDENTIFIER
control field EG-GiCUC
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 201011s2020 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.Ab.N
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Abdelrahman Mohammed Hussein Ahmed
245 10 - TITLE STATEMENT
Title Numerical evaluation of response modification factor for RC structures under the effect of vertical and horizontal ground motions /
Statement of responsibility, etc. Abdelrahman Mohammed Hussein Ahmed ; Supervised Hamed M. Salem
246 15 - VARYING FORM OF TITLE
Title proper/short title تق{u٠٦أأ}{u٠٦أأ}م عددى لمعامل تعد{u٠٦أأ}ل ردود الافعال للمنشأت الخرسان{u٠٦أأ}ة تحت تأث{u٠٦أأ}ر مركبات الزلزال الرأس{u٠٦أأ}ة والافق{u٠٦أأ}ة
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Cairo :
Name of publisher, distributor, etc. Abdelrahman Mohammed Hussein Ahmed ,
Date of publication, distribution, etc. 2020
300 ## - PHYSICAL DESCRIPTION
Extent 124 P. :
Other physical details charts , facsimiles ;
Dimensions 25cm
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering
520 ## - SUMMARY, ETC.
Summary, etc. This research aims to evaluate the response modification factor for reinforced concretestructure with ductile moment resisting frames system, which was designed according to the Egyptian Code of Practice (ECP) under the effect of vertical and horizontal ground motions.A non-linear dynamic analysis is performed using the Extreme Loading for Structures (ELS®) software which based on the Applied Element Method (AEM).The values of (R) factor were evaluated under the effect of the vertical ground acceleration, combined vertical and horizontal ground accelerations, concrete compressive strength and reinforcement grades defined by (ECP). The obtained values of (R) factor from the numerical analysis were compared to the values defined by (ECP), the Euro Code (EC8), the American Codes (ASCE) and (UBC97)
530 ## - ADDITIONAL PHYSICAL FORM AVAILABLE NOTE
Additional physical form available note Issued also as CD
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Ductility
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Response modification factor
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Vertical Ground motion
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.M.Sc.2020.Ab.N 01010110081730000 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.Ab.N 01020110081730000 22.09.2023 CD - Rom 81730.CD