Abstract: The influence of displacement rates on elastic‐plastic behaviors of structural members was investigated using dynamic tests and quasi‐static tests. Monotonic and cyclic reversed tests of steel beams and fully composite ...

Abstract: The on‐line computer test control method (the on‐line test) is a new experimental technique to directly simulate the earthquake response behavior of structural systems without using a shake table device. This paper presents ...

Abstract: This paper describes an experimental study to examine the behavior of steel beam‐columns subject to sidesway. A total of 42 beam‐columns are tested under a monotonic loading condition, with the axial force, slenderness, ...