Test Study on Bearing Behaviors of Piles Considering the Influence of Caves
p.848
p.848
Design Analysis of Unbonded Prestressed Concrete Two-Way Slab
p.853
p.853
A Settlement Compensation Method for Design of Settlement Controlled Piled Raft Foundations under Vertical Loadings
p.857
p.857
Determination of the Average Wind Pressure of Circular Flat and Saddle Roof Building Based on the Numerical Wind Tunnel Method
p.865
p.865
Base-Isolated Multi-Storey Reinforced Concrete Frame Structure Modal Analysis
p.869
p.869
Study on Testing the Relative Density of Coarse Aggregate by Vacuum Method instead of Basket Method
p.872
p.872
Temperature Field Analysis of Space Grid Structures
p.877
p.877
Structural Analysis of the Shallow-Buried Station by Using Load Structure Method
p.881
p.881
The Typical Methods of Using Section Steel Reinforced Concrete Beams and Slab
p.885
p.885
Base-Isolated Multi-Storey Reinforced Concrete Frame Structure Modal Analysis
Abstract:
The multi-storey reinforced concrete frame structure used lead rubber pad as the base isolation device. The paper had modal analysis of base-isolated multi-storey reinforced concrete frame structure using the ANSYS software. Comparing the frequency and vibration mode before and after isolation under El-Centro wave, It concluded the leader rubber pad have seismic isolation effect for multi-storey reinforced concrete frame structure .
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Periodical:
Applied Mechanics and Materials (Volumes 204-208)
Pages:
869-871
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Online since:
October 2012
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© 2012 Trans Tech Publications Ltd. All Rights Reserved
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