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 |