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2017 Fiscal Year Final Research Report

Maximum Slide displacement of sliding basement for low-rise house

Research Project

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Project/Area Number 15K14070
Research Category

Grant-in-Aid for Challenging Exploratory Research

Allocation TypeMulti-year Fund
Research Field Building structures/Materials
Research InstitutionNational Institute of Technology, Toyota College

Principal Investigator

Yamada Koji  豊田工業高等専門学校, 建築学科, 教授 (60273281)

Project Period (FY) 2015-04-01 – 2018-03-31
Keywords石場建て / 伝統構法木造建物 / 滑動 / 振動台試験
Outline of Final Research Achievements

Traditional Japanese wooden structures are not fixed on the ground, and they slide on stones. Many shaking table tests and parametric analyses have been executed. These reports show the qualitative data on these sliding phenomena of un-anchored traditional structures. The quantitative data on these sliding phenomena is needed for structural design. In this report, I propose the estimation method of the maximum slide response upper limit based on shaking table tests. As a result, another slide displacement occurs on both the same test specimen and the same earthquake motion. The estimated maximum slide displacement is 1.2 times of the average of the maximum slide displacements in one-way .

Free Research Field

建築構造

URL: 

Published: 2019-03-29  

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