| Type of Material: | Thesis |
| Title: | Analysis of Response of Concrete Gravity Dams Subjected To Earthquake Loading |
| Researcher: | Biju, P N |
| Guide: | Joseph, Glory |
| Department: | Department of Civil Engineering |
| Publisher: | Cochin University of Science & Technology, Cochin |
| Place: | Cochin |
| Year: | 2022 |
| Language: | English |
| Subject: | Civil Engineering | Concrete Gravity Dams | Dam-Foundation-Reservoir Interaction | Earthquake | Engineering and Technology | Free Vibration Analysis | Civil Engineering | Engineering and Technology |
| Dissertation/Thesis Note: | PhD; Department of Civil Engineering, Cochin University of Science & Technology, Cochin, Cochin; 2022 |
| Fulltext: | Shodhganga |
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| 001 | 456361 | |
| 003 | IN-AhILN | |
| 005 | 2024-10-09 14:51:21 | |
| 008 | __ | 241009t2022||||ii#||||g|m||||||||||eng|| |
| 035 | __ | |a(IN-AhILN)th_456361 |
| 040 | __ | |aCUST_682022|dIN-AhILN |
| 041 | __ | |aeng |
| 100 | __ | |aBiju, P N|eResearcher |
| 110 | __ | |aDepartment of Civil Engineering|bCochin University of Science & Technology, Cochin|dCochin|ein|0U-0253 |
| 245 | __ | |aAnalysis of Response of Concrete Gravity Dams Subjected To Earthquake Loading |
| 260 | __ | |aCochin|bCochin University of Science & Technology, Cochin|c2022 |
| 300 | __ | |axviii,169|dDVD |
| 502 | __ | |cDepartment of Civil Engineering, Cochin University of Science & Technology, Cochin, Cochin|d2022|bPhD |
| 518 | __ | |d2023|oDate of Award |
| 518 | __ | |oDate of Registration|d2017 |
| 520 | __ | |aConcrete gravity dams are constructed for storing water for use of human beings for drinking purpose, irrigation purpose and generation of electricity. Hence it can be treated as the back bone of development of a country. At the same time safety of concrete gravity dam during an earthquake is a serious concern considering the quantity of water stored behind it and environmental impacts in the case of failure. Hence to ascertain that the dam structure is capable of resisting earthquake loading, a detailed investigation on the response due to seismic ground motion is carried out. The cross-sectional profile and materials properties of the dam, mechanical properties of the foundation rock, reservoir structure interaction and rock structure interaction are the factors effecting the dynamic characteristics and seismic response of the dam. In addition to that, response of the structure is also highly influenced by the characteristics of the earthquake. It is noticed that existing codes, standards and guidelines a |
| 650 | __ | |aCivil Engineering|2UGC |
| 650 | __ | |aEngineering and Technology|2AIU |
| 653 | __ | |aCivil Engineering |
| 653 | __ | |aConcrete Gravity Dams |
| 653 | __ | |aDam-Foundation-Reservoir Interaction |
| 653 | __ | |aEarthquake |
| 653 | __ | |aEngineering and Technology |
| 653 | __ | |aFree Vibration Analysis |
| 700 | __ | |eGuide|aJoseph, Glory |
| 856 | __ | |uhttp://shodhganga.inflibnet.ac.in/handle/10603/528811|yShodhganga |
| 905 | __ | |afromsg |
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