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Numerical simulation of vessel collision with cable-stayed bridge considering different tower shapes / (Record no. 78480)

MARC details
000 -LEADER
fixed length control field 01949cam a2200325 a 4500
003 - CONTROL NUMBER IDENTIFIER
control field EG-GiCUC
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20250223032621.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 201031s2020 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 Ph.D
099 ## - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number Cai01.13.05.Ph.D.2020.Ha.N
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Hatem Kamal Mohamed Abdelgawad
245 10 - TITLE STATEMENT
Title Numerical simulation of vessel collision with cable-stayed bridge considering different tower shapes /
Statement of responsibility, etc. Hatem Kamal Mohamed Abdelgawad ; Supervised Waleed Abdellatif Atia
246 15 - VARYING FORM OF TITLE
Title proper/short title التحليل الديناميكى لاصطدام السفن فى الكبارى المعلقه بالكابلات مع الأخذ فى الاعتبار العديد من الأشكال للأبراج الخاصه بالكبارى
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Cairo :
Name of publisher, distributor, etc. Hatem Kamal Mohamed Abdelgawad ,
Date of publication, distribution, etc. 2020
300 ## - PHYSICAL DESCRIPTION
Extent 112 P. :
Other physical details charts , facsimiles ;
Dimensions 25cm
502 ## - DISSERTATION NOTE
Dissertation note Thesis (Ph.D.) - Cairo University - Faculty of Engineering - Department of Civil Engineering
520 ## - SUMMARY, ETC.
Summary, etc. Vessel collisions with bridges occur frequently worldwide and have the potential to cause enormous casualties, substantial property loss. The equations for consideration these forces is the 2AASHTO Guide Specifications Design Method3 that gives a simple manual calculation method to estimate an 2equivalent impact force. A parametric study was conducted to compare for several bracing systems and different shapes for the bridge{u2019}s pier. Results from such study indicate that, dynamic analysis technique are preferable, and the best system has excellent energy absorbing capabilities
530 ## - ADDITIONAL PHYSICAL FORM AVAILABLE NOTE
Additional physical form available note Issued also as CD
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Bridge Tower
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Cable-Stayed Bridge
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Vessel Collision
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Waleed Abdellatif Atia ,
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 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.Ph.D.2020.Ha.N 01010110081871000 22.09.2023 Thesis  
Dewey Decimal Classification   المكتبة المركزبة الجديدة - جامعة القاهرة مخـــزن الرســائل الجـــامعية - البدروم 11.02.2024 Cai01.13.05.Ph.D.2020.Ha.N 01020110081871000 22.09.2023 CD - Rom 81871.CD