<p>a) Spectral displacement and b) spectral acceleration of five earthquakes applied in longitudinal and transverse directions for the cable-stayed bridge with 5% damping.</p
none3Within a Displacement-Based Design approach, the seismic input is described through displacemen...
Spectral acceleration at the ground surface, including peak ground acceleration, provides essential ...
In the last two decades, two major earthquakes have occurred in Japan: the 1995 Kobe earthquake and ...
In this study, 838 ground motion records from the 1999 Chi-Chi earthquake in Taiwan are used to comp...
Analysis of the seismic risk to a structure requires assessment of both the rate of occurrence of fu...
For cable-stayed bridge, pylon and girder are one of the most important factors in the design proces...
Abstract- Cable supported structures have distinctive dynamic behaviour. Extradosed bridge, which is...
A 3D finite element model of the Bill Emerson Cable-stayed Bridge was developed and calibrated with ...
The design of bridge structures for seismic loading by displacement-based procedures has become pref...
Differential motions of ground supports of stiff structures with large plan dimensions and separate ...
This paper describes a simplified procedure for the performance based seismic evaluation of bridges....
Cable-stayed bridges with long spans are excited by different support vibrations on both sides of th...
<p>Force-displacement hysteresis curves of the bridge subjected to S. Dicky 88 earthquake.</p
iii The 2001 Nisqually earthquake, which had a moment magnitude of 6.8, damaged at least 78 bridges ...
none5Within a Displacement-Based Seismic Design approach, the seismic input is described through dis...
none3Within a Displacement-Based Design approach, the seismic input is described through displacemen...
Spectral acceleration at the ground surface, including peak ground acceleration, provides essential ...
In the last two decades, two major earthquakes have occurred in Japan: the 1995 Kobe earthquake and ...
In this study, 838 ground motion records from the 1999 Chi-Chi earthquake in Taiwan are used to comp...
Analysis of the seismic risk to a structure requires assessment of both the rate of occurrence of fu...
For cable-stayed bridge, pylon and girder are one of the most important factors in the design proces...
Abstract- Cable supported structures have distinctive dynamic behaviour. Extradosed bridge, which is...
A 3D finite element model of the Bill Emerson Cable-stayed Bridge was developed and calibrated with ...
The design of bridge structures for seismic loading by displacement-based procedures has become pref...
Differential motions of ground supports of stiff structures with large plan dimensions and separate ...
This paper describes a simplified procedure for the performance based seismic evaluation of bridges....
Cable-stayed bridges with long spans are excited by different support vibrations on both sides of th...
<p>Force-displacement hysteresis curves of the bridge subjected to S. Dicky 88 earthquake.</p
iii The 2001 Nisqually earthquake, which had a moment magnitude of 6.8, damaged at least 78 bridges ...
none5Within a Displacement-Based Seismic Design approach, the seismic input is described through dis...
none3Within a Displacement-Based Design approach, the seismic input is described through displacemen...
Spectral acceleration at the ground surface, including peak ground acceleration, provides essential ...
In the last two decades, two major earthquakes have occurred in Japan: the 1995 Kobe earthquake and ...