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Behavior of flat slabs with shear reinforcement in punching / (Record no. 79848)

MARC details
000 -LEADER
fixed length control field 02018cam a2200301 a 4500
003 - CONTROL NUMBER IDENTIFIER
control field EG-GiCUC
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 210208s2020 ua dhb 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.Ah.B
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Ahmed Hassan Sayed
245 10 - TITLE STATEMENT
Title Behavior of flat slabs with shear reinforcement in punching /
Statement of responsibility, etc. Ahmed Hassan Sayed ; Supervised Mohamed Rabea Mahmoud
246 15 - VARYING FORM OF TITLE
Title proper/short title سلوك البلاطات المسطحه المدعمه بتسليح القص الثاقب
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Cairo :
Name of publisher, distributor, etc. Ahmed Hassan Sayed ,
Date of publication, distribution, etc. 2020
300 ## - PHYSICAL DESCRIPTION
Extent 108 P. :
Other physical details charts , facsmilies , maps ;
Dimensions 30cm
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering
520 ## - SUMMARY, ETC.
Summary, etc. At this research, we have studied the effect of shear reinforcement in the shape of vertical stirrups on punching shear behavior of flat plates. In this regards eleven specimens were tested to study the effect of shear reinforcement on punching shear. Two specimens were the control specimens without vertical stirrups, the remnant specimens were reinforced with different arrangements of vertical stirrups. The variables which took into consideration at this research included stirrups spacing, slabs thickness, the width of stirrups, a cut-off distance of stirrups from column face, and the number of stirrups branches. The results indicated that there is a significant improvement in punching shear capacity of the slabs which were reinforced by vertical stirrups. As for, the theoretical part of the experimental results were analyzed and compared with the estimated values from guidelines of various global design codes as ECP, ACI, and BS code
530 ## - ADDITIONAL PHYSICAL FORM AVAILABLE NOTE
Additional physical form available note Issued also as CD
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Flat slab
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Punching shear
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Shear reinforcement
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Mohamed Rabea Mahmoud ,
Relator term
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.Ah.B 01010110082710000 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.Ah.B 01020110082710000 22.09.2023 CD - Rom 82710.CD