Experimental Study on Seismic Failure of High Arch Dam with Scale Model Test on Shaking Table

Peng Fei Gao; Xin Feng; Jing Zhou

doi:10.4028/www.scientific.net/AMM.353-356.2004

Paper Titles

Seismic Response Analysis of Tower Crane in Consideration of the Building-Crane Interaction
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Experimental Study on the Influence of Slab’s Reinforcement on Seismic Bearing Capacity of Beam’s Cross-Section in Cast-In Situ Frame Structure
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Study on Seismic Behavior of the L-Shape Steel Reinforced Concrete Short-Pier Shear Wall with Different Concrete Strength
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Seismic Performance Research of Steel Girder Bridge with Isolation Bearings and Restrainer Cables
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Experimental Study on Seismic Failure of High Arch Dam with Scale Model Test on Shaking Table
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Research of Multi-Movement Parameters Iterative Control of Multi-Degrees-of-Freedom Earthquake Simulation
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Optimization Design of Large Span Cable-Stayed Bridge in High Seismic Risk Zone
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Seismic Risk Analysis of an Arch Dam
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The Vibration Control Research of Steel Frame Structure with Shape Memory Alloy (SMA) Cables
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 353-356Experimental Study on Seismic Failure of High Arch...

Experimental Study on Seismic Failure of High Arch Dam with Scale Model Test on Shaking Table

Abstract:

This paper presents the experimental investigations into the seismic failure for high arch dam with shaking table test. The similitude scale of high arch dam was studied firstly. Then we developed a like concrete material to simulate the mechanical behavior of the structural concrete in high arch dam. The shaking table tests have been performed on the scale model. The experimental results reveal the failure process of high arch dam with respect to the different earthquake intensities.