Study on Responses of Overflow Dam subjected to Static and Dynamic Loads as per IS:6512-1984 (Record no. 237158)

MARC details
000 -LEADER
fixed length control field 01389nam a2200121Ia 4500
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 231221s9999 xx 000 0 und d
041 ## - LANGUAGE CODE
Language code of text/sound track or separate title English
100 ## - MAIN ENTRY--PERSONAL NAME
Personal name Varsha Vishal Deshpande.
245 #0 - TITLE STATEMENT
Title Study on Responses of Overflow Dam subjected to Static and Dynamic Loads as per IS:6512-1984
Remainder of title Janardhana, K.
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Date of publication, distribution, etc. Sept 2018 - Jul 2019
Name of publisher, distributor, etc. PES University
Place of publication, distribution, etc. Bengaluru
510 ## - CITATION/REFERENCES NOTE
Name of source Dams are important structures where safety is of utmost importance. They are complex structures subjected to various forces. Failure of dams leads to catastrophic event with sudden release of water and is of great concern. The response of a dam subjected to seismic loading, exhibits a combined effect of the interaction among dam, reservoir and foundation systems. Hence there is significant importance in studying the various aspects influencing the seismic response of a large concrete gravity dams for safe and long lasting service. In this study, a 3 dimensional finite element model of an overflow dam is created using solid elements in STAAD PRO V8i. All the forces are calculated and applied as loads and load combinations for most adverse cases. The objective of the present work is to study the responses of the dam such as stability and stress concentrations at different locations of the overflow dam for all the load combinations specified in IS 6512-1984. The model is analys
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26/01/2024   CD7272 26/01/2024 Compact Disks       Central Library Central Library   Civil RS 1  

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