Study on seismic performance of traditional wooden structure by full scale shaking table tests - Result of suburban typical house with large wooden section

被引：0

作者：

Shimizu H. ^{[1
]}

Mukaibo K. ^{[2
]}

Horikawa E. ^{[3
]}

Tsuchimoto T. ^{[4
]}

Kawai N. ^{[5
]}

Ohashi Y. ^{[3
,6
]}

机构：

[1] Faculty of Engineering, Shinshu University

[2] Dept. of Architecture and Urban Design, Ritsumeikan Univ.

[3] Dept. of Structural Engineering, Building Research Institute

[4] Dept. of Architecture, Faculty of Engineering, Tokyo City Univ.

来源：

Journal of Structural and Construction Engineering | 2010年 / 75卷 / 657期

关键词：

Base shear coefficient; Full-scale test; Mud plaster wall; Post and beam structure; Seismic performance; Traditional wooden building;

D O I：

10.3130/aijs.75.2001

中图分类号：

学科分类号：

摘要：

Full-scale shaking table tests were carried out at E-Defense to evaluate the seismic performance of a traditional wooden residential structure. The specimen was a post-and-beam frame with a plan dimension of 5.91 × 11.82 m and height of 7.53m. A key feature of the specimen was the oversized beams and columns. The design seismic load resistance was provided entirely by mud plaster walls. The beam-to-column joints were achieved by an oak peg using no metal fasteners. Under BCJ-L2 shaking, the first story exhibited a story drift of 3.7%, and one of the corner columns cracked. At that stage, many of the mud-plaster walls had crumbled. The maximum recorded base shear coefficient was 0.5.

引用

页码：2001 / 2008

页数：7