A method taking into consideration the topographic effects in dynamic analysis of a train-bridge system subjected to earthquake action is presented and the influence of t [...]

Deep tunnel is a kind of structure widely used in huge hydraulic projects built in west of china. Because of some micro cracks in the reinforced concrete liner induced by [...]

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 [...]

Continuous-time rational approximation (CRA) of foundation frequency response is the first step of a systematic procedure for constructing various high-order lumped-param [...]

Combining lumped-parameter model and time-domain difference recursive filter model, a time-domain difference approach of interaction force is proposed. The system stabili [...]

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 [...]

This paper describes the design and Implementation of a global earthquake disaster alert system (GEDAS), including the framework, the GIS database, the assessment models [...]

It is known that the interior of the yield surface is a purely elastic domain for the conventional plastic constitutive equation. So, it is incapable of describing the pl [...]

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 [...]

Discrete-time rational approximation (DRA) of foundation frequency response is the first step of a systematic procedure for constructing various time-domain recursive eva [...]