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Response of structures to small and medium blast loads / (Record no. 61439)

MARC details
000 -LEADER
fixed length control field 01976cam a2200325 a 4500
003 - CONTROL NUMBER IDENTIFIER
control field EG-GiCUC
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20250223031740.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 170704s2016 ua eo 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.Ah.R
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Ahmed Mahmoud Khalil Ibrahim
245 10 - TITLE STATEMENT
Title Response of structures to small and medium blast loads /
Statement of responsibility, etc. Ahmed Mahmoud Khalil ; Supervised Osman M. Osman Ramadan
246 15 - VARYING FORM OF TITLE
Title proper/short title تجاوب المنشآت لأحمال الانفجارات الصغيرة و المتوسطة
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Cairo :
Name of publisher, distributor, etc. Ahmed Mahmoud Khalil Ibrahim ,
Date of publication, distribution, etc. 2016
300 ## - PHYSICAL DESCRIPTION
Extent 227 P. :
Other physical details photograhps , plans ;
Dimensions 30cm
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering
520 ## - SUMMARY, ETC.
Summary, etc. Civil engineering structures are sometimes subjected to small and medium blast loads. This study investigates the effects of material nonlinearity, reinforcement ratio, and structure shape on the performance of chambers and barriers subjected to blast loads. The results showed that the linear analysis of blast loads is more conservative than the nonlinear one as it produces higher stress values. However, linear deformations are less than their corresponding nonlinear ones. For explosions inside rooms, increasing the reinforcement ratio decreased the damage index, the stresses, and the deformations. For barriers, the use of small radius of curvature led to a decrease in damage index and critical stresses. Compared to rectangular rooms, circular rooms showed less damage index, smaller stress, and smaller deformations
530 ## - ADDITIONAL PHYSICAL FORM AVAILABLE NOTE
Additional physical form available note Issued also as CD
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Barriers
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Blast loads
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Explosions
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Osman Mohamed Osman Ramadan ,
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.Ah.R 01010110071981000 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.Ah.R 01020110071981000 22.09.2023 CD - Rom 71981.CD