Finally, the seismic responses of the bridge under longitudinalearthquake inputs are evaluated with the response spectrum method based on the FE model. An imagined earth-anchored concrete…
因结构耗能方式也随之发生了变化,主塔和主梁在纵向地震输入下的各种反应均呈不同程度的增加。
2
The Nanjing Changjiang Tunnel is used as an example to compute the square-mean-root responses and the longitudinal aseismic reliabilities under stationary random earthquake loads.
Researching the relative displacement between the double-T plates and the longitudinal beam and the longitudinal maximum distance to set a frame as the first measure to resist the earthquake.