SHAKING TABLE TEST OF FULL-SCALE TWO-STORY WOODEN FRAMES WITH SLIDING BASE

被引：0

作者：

Tomita A. ^{[1
,2
]}

Miyazu Y. ^{[2
]}

Tojo T. ^{[3
]}

Aoki T. ^{[4
]}

Wakita T. ^{[5
]}

Nagano M. ^{[2
]}

机构：

[1] JSPS Research Fellow / Doctoral Student, Tokyo University of Science

[2] R and D Institute, TAKENAKA Corporation

[3] Guest Associate Professor, Waseda University, WISE

来源：

Journal of Structural and Construction Engineering | 2024年 / 89卷 / 816期

关键词：

Coefficient of friction; Concrete base; Shaking table test; Sliding base; Two-dimensional frame model; Two-story wooden house;

D O I：

10.3130/aijs.89.168

中图分类号：

学科分类号：

摘要：

This paper aims to evaluate the seismic performance of wooden houses which have sliding-base structure as a seismic isolation system. The sliding base consists of a reinforced concrete (RC) slab, an RC foundation, and sliding materials. First, full-scale shaking table tests on two-story wooden frames with / without the sliding base were carried out. Then, two-dimensional frame models were developed, and time-history response analysis were conducted to simulate the test results. It is found that the sliding base is effective to reduce the seismic response of the wooden frame and the numerical model simulates the dynamic behavior accurately. © 2024 Architectural Institute of Japan. All rights reserved.

引用

页码：168 / 179

页数：11

共 20 条

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[19]

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[20]

OpenSees: flatSliderBearing

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