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Mechanism of rain-wind induced vibrations (RWIVs) of the stay cables of cable-stayed bridges has not been thoroughly clarified yet. Previous experimental studies mainly f [...]
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The current linear and nonlinear seismic response analysis approaches are based generally on the numerical approximation step-by-step procedures in practice, and huge com [...]
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Baihua Bridge, a RC multi-span girder bridge located in the near fault region, collapsed in the curved spans and damaged seriously in the straight spans during the Wenchu [...]
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The bridge collapse failure is one of the most serious and ubiquity damages during earthquakes. Firstly, three multi-scale models of concrete continuous girder bridge, si [...]
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This paper presents the finite-element analytical results of the self-centering steel plate wall (SC-SPSW) specimen which was tested using pseudo-dynamic testing procedur [...]
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Steel concentrically braced frames (CBFs) have been used as seismic force resisting systems for many years. In seismically active regions of the US, the chevron configura [...]
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It has been recognized that effects of the local topographical and geotechnical characteristics are significant on seismic ground motion in the past researches. The terra [...]
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8.
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Li, Hongliang
In natural medium, engineering composite materials, earthquake engineering, it can be found that there are some gaps at the edge of the matrix, and shallow-buried cavity [...]
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9.
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Li, Chih-Hung
Here the author reports a novel structural design optimization method that deals with the orthotropic strength properties of Fused Deposition Modelling (FDM) structures. [...]
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10.
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This paper presents the mechanical properties of cold-formed high strength steel at elevated temperatures. Mechanical properties at elevated temperatures have a crucial r [...]
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