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1.
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A new high-order lumped-parameter model (LPM) for foundation vibrations is proposed in this paper. Instead of partial fraction expansion used widely, the continued-fracti [...]
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2.
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Continuous-time rational approximation (CRA) of foundation frequency response is the first step of a systematic procedure for constructing various high-order lumped-param [...]
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3.
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Based on the investigation of the earthquake damage of the mobile communication system and its building supporter in Dujiangyan city, the damage phenomena of the mobile c [...]
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4.
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With the growth of the application of the seismic isolation technique to civil structures, a large variety of isolation systems has been developed during the past several [...]
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5.
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Discrete-time rational approximation (DRA) of foundation frequency response is the first step of a systematic procedure for constructing various time-domain recursive eva [...]
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6.
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In order to investigate the nonlinear seismic responses of isolated bridges with lead rubber bearings (LRB) under bi-directional horizontal earthquake excitation, bi-dire [...]
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