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A platform for research: civil engineering, architecture and urbanism
Synchronization of HTW Peak Responses with Peak Ground Acceleration
Pseudo-static analysis of seismic performance of an earth structure bases on the assumption of the synchronization of its peak responses with the peak ground acceleration. For a mechanically stabilized earth retaining wall, the acceleration, horizontal wall displacement, earth pressure, bearing pressure, and inclusion stresses depict its seismic response. Nonlinear finite analyses performed on a 10-m HTW wall show that all above responses peak synchronistically with the peak horizontal ground acceleration except the bearing pressure under simultaneous horizontal and vertical ground shakings.
Synchronization of HTW Peak Responses with Peak Ground Acceleration
Pseudo-static analysis of seismic performance of an earth structure bases on the assumption of the synchronization of its peak responses with the peak ground acceleration. For a mechanically stabilized earth retaining wall, the acceleration, horizontal wall displacement, earth pressure, bearing pressure, and inclusion stresses depict its seismic response. Nonlinear finite analyses performed on a 10-m HTW wall show that all above responses peak synchronistically with the peak horizontal ground acceleration except the bearing pressure under simultaneous horizontal and vertical ground shakings.
Synchronization of HTW Peak Responses with Peak Ground Acceleration
Chang, Nien-Yin (author) / Suiidimanan, Otgontulga (author) / Wang, Trever (author)
GeoTrans 2004 ; 2004 ; Los Angeles, California, United States
2004-07-21
Conference paper
Electronic Resource
English
Synchronization of HTW Peak Responses with Peak Ground Acceleration
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