In this study, the seismic performances of a 14-storey office building in Nanjing, China, due to its plan and vertical irregularities structural system, were evaluated using response spectrum method, elastic time history analysis elastic–plastic analysis. combination these three methods, storey drifts states typical members under levels earthquakes determined verify robustness design program. T...

The current work presents a unique study on the seismic performance of innovative corrugated-plate steel bridge piers. While several previous research was conducted tubes with cross sections such as rounded or semi triangular plates, structural members straight ribbed corrugation geometry under uniaxial cyclic loading remained gap. Thus, this aims to present new concept that could add promising...