header

Assessment of seismic response reduction factor of multistorey reinforced concrete structures with shear walls resisting system using nonlinear dynamic analysis / (Record no. 60584)

MARC details
000 -LEADER
fixed length control field 02732cam a2200325 a 4500
003 - CONTROL NUMBER IDENTIFIER
control field EG-GiCUC
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20250223031713.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 170409s2016 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.2016.Mo.A
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Mohamed Adel Mohamed Abdelnabi
245 10 - TITLE STATEMENT
Title Assessment of seismic response reduction factor of multistorey reinforced concrete structures with shear walls resisting system using nonlinear dynamic analysis /
Statement of responsibility, etc. Mohamed Adel Mohamed Abdelnabi ; Supervised Hamed M. Salem
246 15 - VARYING FORM OF TITLE
Title proper/short title تق{u٠٦أأ}{u٠٦أأ}م معامل تخفيض القوى الزلزالية للمنشأت الخرسانة متعددة الطوابق ذات النظام المقاوم بحوائط القص باستخدام التحليل الديناميكى اللاخطى
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Cairo :
Name of publisher, distributor, etc. Mohamed Adel Mohamed Abdelnabi ,
Date of publication, distribution, etc. 2016
300 ## - PHYSICAL DESCRIPTION
Extent 292 P. :
Other physical details charts , facsimiles ;
Dimensions 30cm
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering
520 ## - SUMMARY, ETC.
Summary, etc. Many studies have endeavored to quantify the potential of the structural system to delimit the seismic force level imposed by virtue of their ductility and energy absorption capacity. The response modification factor (R) is defined as the ratio of the absolute maximum linear elastic base shear to the absolute maximum nonlinear base shear of structure subjected to the same earthquake acceleration. The response modification factor (R) depends on over-strength (Rs), ductility (Ro), and redundancy (Rr). In the current study, the R factor is investigated for multistory reinforced concrete flat slab structures where the lateral forces are resisted solely by shear walls. A non-linear time-history dynamic analysis based on the Applied Element Method was carried out on ten stories RC flat slab structure with shear wall resisting system for lateral loads. A parametric study was carried out to investigate the effect of different parameters on the R factor such as earthquake acceleration magnitude, height of the building, reinforcement ratio of shear walls, and material strength. The results showed that the value of (R) depends not only on structure dynamic properties but also on its nonlinearity and on earthquake magnitude which is not considered in the current world wide design codes
530 ## - ADDITIONAL PHYSICAL FORM AVAILABLE NOTE
Additional physical form available note Issued also as CD
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term AEM
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Ductility
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Response reduction factor
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Hamed Mohamed Mahmoud Salem ,
Relator term
856 ## - ELECTRONIC LOCATION AND ACCESS
Uniform Resource Identifier <a href="http://172.23.153.220/th.pdf">http://172.23.153.220/th.pdf</a>
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.2016.Mo.A 01010110071464000 22.09.2023 Thesis  
Dewey Decimal Classification   المكتبة المركزبة الجديدة - جامعة القاهرة مخـــزن الرســائل الجـــامعية - البدروم 11.02.2024 Cai01.13.05.M.Sc.2016.Mo.A 01020110071464000 22.09.2023 CD - Rom 71464.CD