Non-stationary random vibration analysis for train-bridge systems subjected to horizontal earthquakes

Engineering Structures

Volumn 32, Issue 11, 2010, Pages 3571-3582

  Zhang, Z C ^a,b   Lin, J H ^a   Zhang, Y H ^a   Zhao, Y ^a   Howson, W P ^c   Williams, F W ^c  

^a DALIAN UNIVERSITY OF TECHNOLOGY   (China)

^b CHINA ACADEMY OF RAILWAY SCIENCES CORPORATION LIMITED   (China)

^c CARDIFF UNIVERSITY   (United Kingdom)

Author keywords

First passage failure criterion; Non stationary random vibration; Precise integration method; Pseudo excitation method; Train bridge systems

Indexed keywords

FIRST-PASSAGE FAILURE; NON-STATIONARY RANDOM VIBRATION; PRECISE INTEGRATION METHOD; PSEUDO EXCITATION METHODS; TRAIN-BRIDGE SYSTEMS;

EARTHQUAKE RESISTANCE; EARTHQUAKES; ESTIMATION; POWER SPECTRAL DENSITY; RAILROAD TRACKS; RAILROAD TRANSPORTATION; RANDOM PROCESSES; THREE DIMENSIONAL; VIBRATION ANALYSIS;

RAILROAD BRIDGES;

BRIDGE; ESTIMATION METHOD; EULERIAN ANALYSIS; HIGH-SPEED TRAIN; NUMERICAL MODEL; SEISMIC RESPONSE; STOCHASTICITY; VIBRATION;

EID: 77957301162     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2010.08.001     Document Type: Article

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