Damage investigation of girder bridges under the Wenchuan earthquake and corresponding seismic design recommendations

Earthquake Engineering and Engineering Vibration

Volumn 7, Issue 4, 2008, Pages 337-344

  Li, Jianzhong ^a   Peng, Tianbo ^a   Xu, Yan ^a  

^a Tongji University ^*  (China)

Author keywords

bridge damage investigation; seismic design recommendation; Wenchuan earthquake

Indexed keywords

BEAMS AND GIRDERS; BEARINGS (STRUCTURAL); DESIGN; EARTHQUAKES; EXPANSION JOINTS; NONMETALLIC BEARINGS; SEISMOLOGY;

BRIDGE DAMAGE INVESTIGATION; GIRDER BRIDGES; RELATIVE DISPLACEMENTS; RUBBER BEARINGS; SEISMIC DESIGN RECOMMENDATION; SHEAR KEYS; SUB STRUCTURES; WENCHUAN EARTHQUAKE;

SEISMIC DESIGN;

EID: 57749181048     PISSN: 16713664     EISSN: None     Source Type: Journal    
DOI: 10.1007/s11803-008-1005-6     Document Type: Article

References (3)

1. American Association of State Highway and Transportation Officials (2007), The AASHTO Guide Specifications for LRFD Seismic Bridge Design.
2. K.Y. Liu K.C. Chang 2006 Parametric Study on Performance of Bridge Retrofitted by Unseating Prevention Devices Earthquake Engineering and Engineering Vibration 5 1 111 118
3. Ministry of Communication of P. R. China (1990), "Specification of Earthquake Resistant Design for Highway Engineering", JTJ004-89, Beijing: People's Communications Press.