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Behavior of coupled walls with high performance fiber reinforced concrete coupling beams / (Record no. 78219)

MARC details
000 -LEADER
fixed length control field 02703cam a2200325 a 4500
003 - CONTROL NUMBER IDENTIFIER
control field EG-GiCUC
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20250223032613.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 201015s2020 ua d 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.Mo.B
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Mostafa Hassan Fathi Abdelhafeez
245 10 - TITLE STATEMENT
Title Behavior of coupled walls with high performance fiber reinforced concrete coupling beams /
Statement of responsibility, etc. Mostafa Hassan Fathi Abdelhafeez ; Supervised Hamed M. Salem
246 15 - VARYING FORM OF TITLE
Title proper/short title سلوك حوائط القص ذات الكمرات الرابطة المصبوبة باستخدام الخرسانة المسلحة بالألياف عالية الكفاءة
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Cairo :
Name of publisher, distributor, etc. Mostafa Hassan Fathi Abdelhafeez ,
Date of publication, distribution, etc. 2020
300 ## - PHYSICAL DESCRIPTION
Extent 102 P. :
Other physical details charts ;
Dimensions 30cm
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering
520 ## - SUMMARY, ETC.
Summary, etc. Coupling beams have great effect on the behavior of coupled shear wall systems under lateral loads.Therefore,coupling beams are reinforced by complicated reinforcement,in the form of diagonal bars and confinement reinforcement to ensure adequate behavior under lateral load induced deformations and stresses,however,creates construction difficulties.Because of the shallow angle of diagonal reinforcement, (less than 20) with respect to the beam longitudinal axis, in slender coupling beams where beam's aspect ratio is around 3.0,the effect of this reinforcement is questionable. The purpose of this research is to study the effect of using tensile strain-hardening, high-performance fiber reinforced concrete (HPFRC) in the coupling beams.A nonlinear static analysis was performed using the Applied Element Method investigating the effect of coupling beam with HPFRC. Validating the analysis with previously tested specimens, a parametric study was carried out,where the studied parameters are material type (HPFRC and regular concrete),the longitudinal reinforcement ratio for coupling beams,high performance fiber reinforced concrete embedment inside the coupled walls,presence of diagonal reinforcement with and without confining stirrups,coupling beam's aspect ratio and the fiber's ratio.The results showed that using of HPFRC can provide higher capacity with enhanced energy dissipation more than traditional reinforced concrete
530 ## - ADDITIONAL PHYSICAL FORM AVAILABLE NOTE
Additional physical form available note Issued also as CD
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Coupled walls
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Coupling beams
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term High perormance fiber
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Hamed M. 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 Amira
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.2020.Mo.B 01010110081679000 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.Mo.B 01020110081679000 22.09.2023 CD - Rom 81679.CD