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Qingyun LIU, Tsutomu USAMI, Akira KASAI 149-162 PERFORMANCE OF THE QUAY WALL WITH HIGH SEISMIC RESISTANCE Koji ICHII, Susumu IAI, Toshikazu MORITA
Qingyun Liu (Nagoya University) Piotr Omenzetter (University of Tokyo) Nimal Wijayaratna (Yokohama National University) Ju-Hyong Kim (Seoul National University, South Korea)
... Bridge with Image Processing Technology [Vol.17, No.2 October 2000] Hatem TAGEL-DIN and Kimiro MEGURO: Nonlinear Simulation of RC Structures Using Applied Element Method Qingyun LIU ...
... Basin Taking into Account Incident Wave Field Fumio NISHINO, Masahiro AI, Kentaro TAMURA and Hironori IMAI: Effective Column Lengths in a Rectangular Rigid Frame Qingyun LIU, Akira ...
... study of four hysteretic models for pipe-section steel bridge piers","comparative study of four hysteretic models for pipe-section steel bridge piers","off","qingyun liu ...
Qingyun LIU, Tsutomu USAMI, Akira KASAI 149-162 PERFORMANCE OF THE QUAY WALL WITH HIGH SEISMIC RESISTANCE Koji ICHII, Susumu IAI, Toshikazu MORITA
... Basin Taking into Account Incident Wave Field Fumio NISHINO, Masahiro AI, Kentaro TAMURA and Hironori IMAI: Effective Column Lengths in a Rectangular Rigid Frame Qingyun LIU ...
... of four hysteretic models for pipe-section steel bridge piers","comparative study of four hysteretic models for pipe-section steel bridge piers","off","qingyun liu ...
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