论文信息 - Response study of different parameters of long bridges due to asynchronous input motion in different piers - 字舞流文

Response study of different parameters of long bridges due to asynchronous input motion in different piers

Md. Mehedi Hasan | M. Hasan

[1] R T Severn,et al. SEISMIC RESPONSE OF MODERN SUSPENSION BRIDGES TO ASYNCHRONOUS LONGITUDINAL AND LATERAL GROUND MOTION. , 1989 .

[2] Amr S. Elnashai,et al. Effect of Asynchronous Earthquake Motion on Complex Bridges. I: Methodology and Input Motion , 2008 .

[3] Kazuo Konagai,et al. Simulation of nonlinear soil-structure interaction on a shaking table , 2002 .

[4] Kyriazis Pitilakis,et al. Inelastic dynamic analysis of RC bridges accounting for spatial variability of ground motion, site effects and soil–structure interaction phenomena. Part 1: Methodology and analytical tools , 2003 .

[5] Aspasia Zerva,et al. Response of multi-span beams to spatially incoherent seismic ground motions , 1990 .

[6] Amr S. Elnashai,et al. Inelastic Dynamic Response of RC Bridges Subjected to Spatial Non-Synchronous Earthquake Motion , 2000 .

[7] J. Penzien,et al. Ground motion modeling for multiple-input structural analysis , 1991 .

[8] A. Kiureghian,et al. Response spectrum method for multi‐support seismic excitations , 1992 .

[9] Giorgio Monti,et al. Seismic design of bridges accounting for spatial variability of ground motion , 2005 .