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 |