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Effect of overload vehicles on behavior of composite steel girder bridges / (Record no. 59815)

MARC details
000 -LEADER
fixed length control field 01869cam a2200337 a 4500
003 - CONTROL NUMBER IDENTIFIER
control field EG-GiCUC
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20250223031649.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 170212s2016 ua h 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.2016.Ka.E
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Kamel Tamer Kamel Hawash
245 10 - TITLE STATEMENT
Title Effect of overload vehicles on behavior of composite steel girder bridges /
Statement of responsibility, etc. Kamel Tamer Kamel Hawash ; Supervised Walid Abdellatif Attia , Ahmed Hassan Amer
246 15 - VARYING FORM OF TITLE
Title proper/short title تأثير زيادة حمل العربات على سلوك الكبارى المعدنية المركبة
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Cairo :
Name of publisher, distributor, etc. Kamel Tamer Kamel Hawash ,
Date of publication, distribution, etc. 2016
300 ## - PHYSICAL DESCRIPTION
Extent 149 P. :
Other physical details 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. Bridge superstructures play an important role in the national transportation network. Increase the weight of trucks on bridges would reduce the expected life time of bridge, therefore this thesis evaluates the effect of these weights on the straining actions of steel girders. In this research, simply supported composite steel girder bridges with different spans were studied and discussed under overloading truck weights up to 200%. Also, investigate the linear and nonlinear behavior of the composite steel I-girder bridges under overloading by using finite element method
530 ## - ADDITIONAL PHYSICAL FORM AVAILABLE NOTE
Additional physical form available note Issued also as CD
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Composite steel girder bridges
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Linear finite element analysis
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Non linear finite element analysis
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Ahmed Hassan Amer ,
Relator term
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Walid Abdellatif Attia ,
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 Nazla
Reviser Revisor
905 ## - LOCAL DATA ELEMENT E, LDE (RLIN)
Cataloger Samia
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.2016.Ka.E 01010110071076000 22.09.2023 Thesis  
Dewey Decimal Classification   المكتبة المركزبة الجديدة - جامعة القاهرة مخـــزن الرســائل الجـــامعية - البدروم 11.02.2024 Cai01.13.05.M.Sc.2016.Ka.E 01020110071076000 22.09.2023 CD - Rom 71076.CD