Seismic performance of benchmark base-isolated bridges with superelastic Cu-Al-Be restraining damping device

Structural Control and Health Monitoring

Volumn 16, Issue 6, 2009, Pages 668-685

  Zhang, Yunfeng ^a   Hu, Xiaobin ^a   Zhu, Songye ^b  

^a UNIVERSITY OF MARYLAND   (United States)

^b HONG KONG POLYTECHNIC UNIVERSITY   (Hong Kong)

Author keywords

Base isolator; Bridge; Passive structural control; Seismic response; Shape memory alloy

Indexed keywords

ALLOY WIRE; AMBIENT ENVIRONMENT; BASE ISOLATOR; BASE-ISOLATED BRIDGES; BEARING DEFORMATION; BENCH-MARK PROBLEMS; BENCHMARK STUDY; BRIDGE RESPONSE; CONTROL STUDIES; DAMPING DEVICE; DISPLACEMENT RESPONSE; EARTHQUAKE EVENTS; ISOLATION LEVEL; PASSIVE CONTROL DEVICES; PASSIVE STRUCTURAL CONTROL; PERFORMANCE INDICES; PHASE II; SEISMIC PERFORMANCE; SHAPE MEMORY ALLOY; SIMULATION-BASED; STRONG GROUND MOTION; SUPERELASTIC;

ALLOYS; ALUMINUM; BEARINGS (STRUCTURAL); CHANNEL CAPACITY; CONTROL; COPPER ALLOYS; DAMPING; LOCATION; PASSIVE NETWORKS; PIERS; PNEUMATIC CONTROL EQUIPMENT; SEISMIC RESPONSE; SHAPE MEMORY EFFECT; STRUCTURAL DYNAMICS; VIBRATION CONTROL;

HIGHWAY BRIDGES;

EID: 70349561533     PISSN: 15452255     EISSN: 15452263     Source Type: Journal    
DOI: 10.1002/stc.327     Document Type: Article

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