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Evaluation of force reduction factor for steel moment resisting frames, and concentric braced frames in the Egyptian code / (Record no. 58894)

MARC details
000 -LEADER
fixed length control field 02776cam a2200337 a 4500
003 - CONTROL NUMBER IDENTIFIER
control field EG-GiCUC
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20250223031622.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 161205s2016 ua db 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.Kh.E
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Khaled Ahmed Attia Mohamed Abbis
245 10 - TITLE STATEMENT
Title Evaluation of force reduction factor for steel moment resisting frames, and concentric braced frames in the Egyptian code /
Statement of responsibility, etc. Khaled Ahmed Attia Mohamed Abbis ; Supervised Sherif Ahmed Mourad , Fouad Fayez Aly
246 15 - VARYING FORM OF TITLE
Title proper/short title تقدير معامل التخفيض الزلزالي للإطارات المعدنية المقاومة للعزوم و الإطارات المعدنية الملجمة في الكود المصري
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Cairo :
Name of publisher, distributor, etc. Khaled Ahmed Attia Mohamed Abbis ,
Date of publication, distribution, etc. 2016
300 ## - PHYSICAL DESCRIPTION
Extent 150 P. :
Other physical details charts , plans ;
Dimensions 30cm
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering
520 ## - SUMMARY, ETC.
Summary, etc. Force reduction factor is one of the most important seismic design parameters to consider nonlinear behavior of structures during strong earthquakes. Based on this, all seismic codes allow reducing earthquake loads to match the actual behavior of structures under earthquakes. In the Egyptian Code for Calculation of Loads, base shear is determined using the elastic strength demand divided by strength reduction factor. This factor is used to consider the ability and the efficiency of structure to dissipate seismic energy through inelastic deformation presented in plastic hinges. It consists of three main components representing ductility, over-strength and redundancy of the building. These factors depend mainly on properties of both the structural system of the building and affecting ground motion. This research focuses on the assessment of the ductility reduction factor which is considered the major component of the reduction factor. Steel moment resisting frames (MRFs) and steel concentric braced frames (CBFs) regular and irregular systems are studied for different heights, different ground accelerations, different response spectrum type and different soil type. It is concluded the significant effect of the previously mentioned parameters on the seismic reduction factor that need to be considered in the Egyptian Code of Loads
530 ## - ADDITIONAL PHYSICAL FORM AVAILABLE NOTE
Additional physical form available note Issued also as CD
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Ductility reduction factor
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Force reduction factor
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Seismic reduction factor
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Fouad Fayez Aly ,
Relator term
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Sherif Ahmed Mourad ,
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 Enas
Reviser Cataloger
905 ## - LOCAL DATA ELEMENT E, LDE (RLIN)
Cataloger Nazla
Reviser Revisor
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.Kh.E 01010110070073000 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.Kh.E 01020110070073000 22.09.2023 CD - Rom 70073.CD