1995年兵庫県南部地震におけるRC造杭支持建物の被災シミュレーションと杭基礎の耐震性能

概要

論文の詳細を見る
The earthquake simulation analysis of a pile supported RC-building damaged due to the 1995 Hyogoken-Nanbu Earthquake is conducted by using the simple stick-beam on spring model to demonstrate the nonlinear behavior of the structure-pile-soil system. Subsequently, in order to investigate the seismic performance of the pile foundation, the elasto-plastic analysis due to applying incremental seismic loads statically is performed by employing a frame model of the pile-soil system. Two different types of analyses presented here adequately simulate the actual damage due to the earthquake, and such a combination of dynamic and static analyses can be the effective method to examine a pile foundation performance.
社団法人日本建築学会の論文
2001-05-30