General Laws of Dynamic Responses of the High Slope Construction under Earthquake
2014 ◽
Vol 1065-1069
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pp. 1412-1417
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Based on stochastic seismic response and time-history seismic response analysis,Dynamic response laws of the high slope constructions by three real seismic waves and a synthetic seismic wave were studied using finite - element method, discussing the differentiation and relation between the high slope constructions and ground constructions. The results show that the dynamic response on high slope constructions are less intensive than ground constructions due to delaying effect of high slope soil acts on the structure, but its internal force stronger than ground constructions as the pile in high slope constructions are anti-sliding and bearing. Results are conducive to the seismic design of high slope constructions.
2011 ◽
Vol 90-93
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pp. 2108-2111
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2014 ◽
Vol 912-914
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pp. 1534-1537
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2013 ◽
Vol 353-356
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pp. 1846-1849
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2011 ◽
Vol 255-260
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pp. 1096-1101
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2012 ◽
Vol 503-504
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pp. 1104-1107
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