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Numerical simulation of concrete gravity dam under seismic loading / (Record no. 65907)

MARC details
000 -LEADER
fixed length control field 02376cam a2200313 a 4500
003 - CONTROL NUMBER IDENTIFIER
control field EG-GiCUC
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 108417s2017 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.2017.Mo.N
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Mohamed Ashraf Mohamed Abdelazeez Elsayad
245 10 - TITLE STATEMENT
Title Numerical simulation of concrete gravity dam under seismic loading /
Statement of responsibility, etc. Mohamed Ashraf Mohamed Abdelazeez Elsayad ; Supervised Walid A. Attia , Adel. M. Belal
246 15 - VARYING FORM OF TITLE
Title proper/short title المحاكاة العددية للسد الثقلي الخرساني تحت تأثيرالحمل الزلزالي
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Cairo :
Name of publisher, distributor, etc. Mohamed Ashraf Mohamed Abdelazeez Elsayad ,
Date of publication, distribution, etc. 2017
300 ## - PHYSICAL DESCRIPTION
Extent 156 P. :
Other physical details charts , facsimils ;
Dimensions 30cm
502 ## - DISSERTATION NOTE
Dissertation note Thesis (Ph.D.) - Cairo University - Faculty of Engineering - Department of Civil Engineering
520 ## - SUMMARY, ETC.
Summary, etc. Gravity damis considered one of the most important massive concrete structures which dependon its own weight to resist the external loads. Partial or full failure of this structure produces proper damages of the society and sometimes death for humans. Nowadays the construction of the concrete dams or rehabilitate work for existing dams are required the creation for the development of modern tools and methods of the numerical analyses considering the dam-reservoir-foundation interaction. Moreover the transient simulation of the behavior for this structure is considered an important issue in structural dynamics. In order to achieve the objectives of this thesis,many procedures are executed and explained as follow: 1.Comparisons between 2-D and 3-D F.E. models results are executed. 2.Studying the effect of dam-reservoir-foundation interaction through analyses. 3.Review the influence of the stiffness changes for the longitudinal direction of the dams through the earthquakes. 4.Produce GUI for executing analyses and structural optimization for the concrete dams{u2019} cross-sectionsconsidering several types of loading
530 ## - ADDITIONAL PHYSICAL FORM AVAILABLE NOTE
Additional physical form available note Issued also as CD
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Concrete gravity dams
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Dam-water-foundation interaction
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Earthquake analysis
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Adel. M. Belal ,
Relator term
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Walid A. Attia ,
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.Ph.D.2017.Mo.N 01010110074826000 22.09.2023 Thesis  
Dewey Decimal Classification   المكتبة المركزبة الجديدة - جامعة القاهرة مخـــزن الرســائل الجـــامعية - البدروم 11.02.2024 Cai01.13.05.Ph.D.2017.Mo.N 01020110074826000 22.09.2023 CD - Rom 74826.CD