1.
|
Dynamic collapse analyses of a 4-story steel building frame modeled by solid elements are performed using the E-Simulator, which is a parallel finite element analysis sof [...]
|
2.
|
Ohsaki, M.
Optimization methods are presented for seismic performance design of structures in civil and architectural engineering. It is shown that optimization approaches can be ex [...]
|
3.
|
Seismic response analysis is carried out for a base-isolated frame. The RC-frame members as well as the rubber bearings are discretized into hexahedral finite elements. [...]
|
4.
|
The project of E-Simulator is under way at Hyogo Earthquake Engineering Research Center (E-Defense), which belongs to National Research Institute for Earth Science and Di [...]
|
5.
|
A new approach to determination of equivalent static seismic loads is presented for evaluating peak seismic responses. The responses are estimated by series of multi-moda [...]
|
6.
|
A post-test analysis has been carried out for the shake-table test of a full-scale 4-story steel moment-resisting frame at E-Defense, Japan. The beams, columns and slabs [...]
|
7.
|
A blind analysis contest has been conducted in conjunction with the full-scale total collapse test of a four-story moment frame in September 2007 at the E-Defense shake-t [...]
|
8.
|
A blind analysis contest has been conducted in conjunction with the full-scale total collapse test of a four-story moment frame in September 2007 at the E-Defense shake-t [...]
|
9.
|
A blind analysis contest has been conducted in conjunction with the full-scale experiment of total collapse of a four-story moment frame in September 2007 at the E-Defens [...]
|
10.
|
This report presents a research project of developing “E-Simulator: virtual shaking table”, which is a simulation software based on a finite element method to analyze [...]
|