β Scribed by Jingzhe Zheng; Tetsuo Takeda
No coin nor oath required. For personal study only.
π SIMILAR VOLUMES
The present paper describes an investigation of the e!ect of dynamic cable interaction with the deck and towers in the seismic response of a cable-stayed bridge. This study involved shaking table tests performed on a physical model of Jindo bridge, in order to validate two alternative numerical mode
A stochastic approach has been formulated for the linear analysis of suspension bridges subjected to earthquake excitations. The transfer functions of various responses have been formulated while including the e!ects of dynamic Soil}Structure Interaction (SSI) via the use of the "xed-base modes of t
## Abstract The linear quadratic regulator (LQR) control algorithm is at the heart of many modern control design methods. There have been numerous publications dealing with LQR control and earthquake engineering. However, very few papers discuss the hysteretic loops produced by the LQR control forc