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Numerical evaluation of Tie-force method for design of reinforced concrete structures against progressive collapse / (Record no. 50488)

MARC details
000 -LEADER
fixed length control field 02675cam a2200313 a 4500
003 - CONTROL NUMBER IDENTIFIER
control field EG-GiCUC
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 150418s2014 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.2014.Ib.N
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Ibrahim Ragab Attia Sallam
245 10 - TITLE STATEMENT
Title Numerical evaluation of Tie-force method for design of reinforced concrete structures against progressive collapse /
Statement of responsibility, etc. Ibrahim Ragab Attia Sallam ; Supervised Hamed M. Salem , Islam M. Ehabbal
246 15 - VARYING FORM OF TITLE
Title proper/short title تقييم عددى لطريقة قوى الشداد المستخدمة فى تصميم المنشأت الخرسانية لمقاومة الانهيار المتتابع
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Cairo :
Name of publisher, distributor, etc. Ibrahim Ragab Attia Sallam ,
Date of publication, distribution, etc. 2014
300 ## - PHYSICAL DESCRIPTION
Extent 261 , 70 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. In the current study numerical evaluation of Tie-Force method is carried out for design of reinforced concrete structures against progressive collapse. The structure was designed according to Egyptian Code of Practice (ECP). Fully nonlinear dynamic analysis for the structure is carried out using Applied Element Method. According to UFC code, primary vertical structural element is removed and structure behavior is investigated. The results are compared to the UFC limits which are rotation of beams, columns and joints. Also the effect of lateral load direction was investigated. The results shows that the designed reinforced concrete structures designed according to ECP satisfy BS in all vertical and horizontal ties. The designed reinforced concrete structures designed according to ECP satisfy UFC in all vertical ties but not satisfy horizontal ties. The required reinforcements for ties in slabs are greater than the minimum limits of reinforcement of ECP. The designed reinforced concrete structures designed according to ECP and tied according to BS met the UFC code limits. No progressive collapse was occurred in any case of removal for the designed reinforced concrete structures designed according to ECP and tied according to BS. Both of tying system for the designed reinforced concrete structures are safe but BS tying system is more economic than UFC tying system
530 ## - ADDITIONAL PHYSICAL FORM AVAILABLE NOTE
Additional physical form available note Issued also as CD
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term APM
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Progressive Collapse
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Tie-Force
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Hamed Mohamed Mahmoud Salem ,
Relator term
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Islam Mohamed Elhabbal ,
Relator term
905 ## - LOCAL DATA ELEMENT E, LDE (RLIN)
Cataloger Nazla
Reviser Revisor
905 ## - LOCAL DATA ELEMENT E, LDE (RLIN)
Cataloger Soheir
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.Ib.N 01010110065299000 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.Ib.N 01020110065299000 22.09.2023 CD - Rom 65299.CD