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Effect of pile shaft free length and column-to-piles stiffness on the extent and hierarchy of inelastic excursions in bridge substructure system due to seismic loading / (Record no. 81990)

MARC details
000 -LEADER
fixed length control field 02132cam a2200337 a 4500
003 - CONTROL NUMBER IDENTIFIER
control field EG-GiCUC
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20250223032811.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 210905s2021 ua d 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.Ha.E
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Hazem Wasfy Sadek Tawadros
245 10 - TITLE STATEMENT
Title Effect of pile shaft free length and column-to-piles stiffness on the extent and hierarchy of inelastic excursions in bridge substructure system due to seismic loading /
Statement of responsibility, etc. Hazem Wasfy Sadek Tawadros ; Supervised Sameh Samir F. Mehanny , Mousa Maher Nagiub Farag
246 15 - VARYING FORM OF TITLE
Title proper/short title تأثير الطول الحر للخازوق و الجساءة النسبية للعامود والخوازيق على مدى و تسلسل اختراقات عدم المرونة للنظام السفلى للكوبرى نتيجة لأحمال الزلازل
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Cairo :
Name of publisher, distributor, etc. Hazem Wasfy Sadek Tawadros ,
Date of publication, distribution, etc. 2021
300 ## - PHYSICAL DESCRIPTION
Extent 232 P. :
Other physical details charts ;
Dimensions 30cm
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering
520 ## - SUMMARY, ETC.
Summary, etc. Pile shaft free length in bridges crossing waterways has a considerable impact on the spread of inelasticity along the pile shaft when compared to the extent of plasticity in the column body, preferable location of the plastic hinge is at the body of the column; the case study bridge was designed according to Eurocode and it has been examined by two different analysis techniques, the pushover inelastic static analysis and time history inelastic dynamic analysis, results showed that the plastic hinge may form along the pile shaft in cases characterized by remarkable relative stiffness between column and group of piles
530 ## - ADDITIONAL PHYSICAL FORM AVAILABLE NOTE
Additional physical form available note Issued also as CD
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Bridges
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Ductile behavior
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Seismic response
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Mousa Maher Nagiub Farag ,
Relator term
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Sameh Samir F.Mehanny ,
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.M.Sc.2021.Ha.E 01010110084091000 22.09.2023 Thesis  
Dewey Decimal Classification   المكتبة المركزبة الجديدة - جامعة القاهرة مخـــزن الرســائل الجـــامعية - البدروم 11.02.2024 Cai01.13.05.M.Sc.2021.Ha.E 01020110084091000 22.09.2023 CD - Rom 84091.CD