Numerical analysis for shaking table tests of wooden houses considering constraint of deformation by exterior mortar walls

被引：0

作者：

Nakagawa T. ^{[1
]}

Koshihara M. ^{[2
]}

Miyake T. ^{[3
]}

Isoda H. ^{[4
]}

Tsuchimoto T. ^{[5
]}

Kawai N. ^{[6
]}

机构：

[1] Building Department, National Institute for Land and Infrastructure Management

[2] Institute of Industrial Science, University of Tokyo

[3] Institute for Sustainable Humanosphere, Kyoto University

[4] Dept. of Building Materials and Components, Building Research Institute

[5] School of Architecture, Kogakuin University

来源：

| 1600年 / Architectural Institute of Japan卷 / 81期

关键词：

3D space frame analysis; Distinct element method; Mortar wall; Post-and-beam wooden house; Shaking table test;

D O I：

10.3130/aijs.81.971

中图分类号：

学科分类号：

摘要：

By the recent researches of the shaking table tests of wooden post-and-beam houses, the effect to the seismic performance by exterior walls was not negligible. In this paper, the new numerical analysis model for exterior walls like mortar walls in Japanese post-and-beam wooden houses was suggested and the reproductive numerical analyses of the shaking table tests conducted at E-defense (NIED, Miki-city, Japan) were executed to estimate the effect to the seismic performance by exterior walls. By the time history response analyses of shaking table tests for two-story wooden houses, it was found that the multi-story effects and size effect of the mortar walls were realized by our modeling method.

引用

页码：971 / 980

页数：9