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Bending behavior of composite ferro-cement slabs in cold formed steel floors / (Record no. 72330)

MARC details
000 -LEADER
fixed length control field 01915cam a2200313 a 4500
003 - CONTROL NUMBER IDENTIFIER
control field EG-GiCUC
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 190611s2018 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.2018.Ad.B
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Adham Elsayed Zakaria Tonsy Mohamed
245 10 - TITLE STATEMENT
Title Bending behavior of composite ferro-cement slabs in cold formed steel floors /
Statement of responsibility, etc. Adham Elsayed Zakaria Tonsy Mohamed ; Supervised Metwally Abuhamd , Sameh Youssef Mahfouz
246 15 - VARYING FORM OF TITLE
Title proper/short title السلوك الانحنائى للبلاطات المركبة من الفيروسيمنت مع كمرات من الحديد المشكل على البارد
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Cairo :
Name of publisher, distributor, etc. Adham Elsayed Zakaria Tonsy Mohamed ,
Date of publication, distribution, etc. 2018
300 ## - PHYSICAL DESCRIPTION
Extent 66 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 study investigates the structural bending behavior of continuously supported composite Ferro-cement slabs, in which a Ferro-cement slab is connected together with cold-formed steel (CFS) beam where shear forces are transmitted between the beam and slab through shear connectors or studs. This research is based on Experimental works involved full-scale testing of laboratory tests consisted of a total of nine full-scale continuously supported composite Ferro-cement slabs with different parameters and tested to fracture. The main variables considered in the study are thickness of the Ferro-cement slab and different spacing between bolts
530 ## - ADDITIONAL PHYSICAL FORM AVAILABLE NOTE
Additional physical form available note Issued also as CD
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term CFS section
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Ferro-cement slabs
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Shear connector
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Metwally Abuhamd ,
Relator term
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Sameh Youssef Mahfouz ,
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
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.2018.Ad.B 01010110078317000 22.09.2023 Thesis  
Dewey Decimal Classification   المكتبة المركزبة الجديدة - جامعة القاهرة مخـــزن الرســائل الجـــامعية - البدروم 11.02.2024 Cai01.13.05.M.Sc.2018.Ad.B 01020110078317000 22.09.2023 CD - Rom 78317.CD