Papers by Cheng-hsing Chen
During the September 21, 1999, earthquake in Taiwan, a lot of pile foundations on the under-const... more During the September 21, 1999, earthquake in Taiwan, a lot of pile foundations on the under-constructed Freeway Route 3 were subjected to very large ground displacements induced by the rupture of Chelungpu Fault. This paper presents the results of measurement on pile displacements and related damages after the earthquake. Based on these observations, different failure modes of pile foundations across
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Earthquake Engineering and Soil Dynamics, 2005
ABSTRACT
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SOILS AND FOUNDATIONS, 2008
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Soil Dynamics and Earthquake Engineering, 1998
This paper presents the results of ground response analyses using the free-field motions of six e... more This paper presents the results of ground response analyses using the free-field motions of six earthquakes recorded at the site of the Hualien Large Scale Seismic Test. From the phase spectra of transfer functions between the ground motions recorded at the surface and various ...
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Progress in Neuro-Psychopharmacology and Biological Psychiatry, 2008
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Nuclear Engineering and Design, 2009
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Journal of Performance of Constructed Facilities, 2014
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Journal of Geotechnical and Geoenvironmental Engineering, 2001
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Journal of Geotechnical and Geoenvironmental Engineering, 2009
ABSTRACT The capacity of a pile-soil system can be obtained by pushover analysis using the beam-o... more ABSTRACT The capacity of a pile-soil system can be obtained by pushover analysis using the beam-on-nonlinear-Winkler foundation model. When the pile section enters the plastic state, the plastic hinge method is usually adopted to model its postyielding flexural behavior. The propagation of the plastic zone in a pile can be traced using a series of plastic hinges distributed along the pile that is embedded in the soil. This study proposes a proper model for arranging the distributed plastic hinges along the depths of the pile that are prone to yielding. A modified definition of plastic curvature is proposed herein in order to correctly simulate the nonlinear flexural behavior of a pile. Examples are presented to show the effectiveness of the proposed model.
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Journal of Analytical Toxicology, 2002
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Earthquake Engineering & Structural Dynamics, 1986
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Earthquake Engineering & Structural Dynamics, 1990
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Journal of Performance of Constructed Facilities, 2014
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Papers by Cheng-hsing Chen