MARC details
000 -LEADER |
fixed length control field |
02203cam a2200313 a 4500 |
003 - CONTROL NUMBER IDENTIFIER |
control field |
EG-GiCUC |
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
fixed length control field |
210830s2021 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.2021.Ah.P |
100 0# - MAIN ENTRY--PERSONAL NAME |
Personal name |
Ahmed Gamal Mohamed Abdelgawad |
245 10 - TITLE STATEMENT |
Title |
Punching of reinforced concrete slab-column connections subjected to combined axial loads and unbalanced moments / |
Statement of responsibility, etc. |
Ahmed Gamal Mohamed Abdelgawad ; Supervised Hatem Mostafa Mohamed , Kamal Ghamry Metwally |
246 15 - VARYING FORM OF TITLE |
Title proper/short title |
القص الثاقب لوصلات البلاطات و الأعمدة الخرسانية المعرضة لأحمال محورية بالاضافة لعزوم غير متوازنة |
260 ## - PUBLICATION, DISTRIBUTION, ETC. |
Place of publication, distribution, etc. |
Cairo : |
Name of publisher, distributor, etc. |
Ahmed Gamal Mohamed Abdelgawad , |
Date of publication, distribution, etc. |
2021 |
300 ## - PHYSICAL DESCRIPTION |
Extent |
255 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. |
This research use finite element method to study punching shear effect on slab-column connections exposed to combined axial loads and unbalanced moments resulted from lateral loads.This thesis investigates the effect of certain factors on the slab-column connection punching shear capacity such as the effect of different values of eccentricity made by the unbalanced moment, the effect of increasing the concrete strength value of slab- column connection, the effect of increasing the flexural reinforcement of the slab-column connection, the effect of using fiber reinforced concrete and the effect of using shear reinforcement. three-dimensional models were created by ANSYS software to represent connections exposed to different loading patterns, and the load-deflection relationships of the software output are compared to conclude the effect of the previously mentioned factors |
530 ## - ADDITIONAL PHYSICAL FORM AVAILABLE NOTE |
Additional physical form available note |
Issued also as CD |
653 #4 - INDEX TERM--UNCONTROLLED |
Uncontrolled term |
Axial loads |
653 #4 - INDEX TERM--UNCONTROLLED |
Uncontrolled term |
Punching |
653 #4 - INDEX TERM--UNCONTROLLED |
Uncontrolled term |
Slab-column connections |
700 0# - ADDED ENTRY--PERSONAL NAME |
Personal name |
Hatem Mostafa Mohamed , |
Relator term |
|
700 0# - ADDED ENTRY--PERSONAL NAME |
Personal name |
Kamal Ghamry Metwally , |
Relator term |
|
905 ## - LOCAL DATA ELEMENT E, LDE (RLIN) |
Cataloger |
Nazla |
Reviser |
Revisor |
905 ## - LOCAL DATA ELEMENT E, LDE (RLIN) |
Cataloger |
Shimaa |
Reviser |
Cataloger |
942 ## - ADDED ENTRY ELEMENTS (KOHA) |
Source of classification or shelving scheme |
Dewey Decimal Classification |
Koha item type |
Thesis |