SEISMIC DESIGN AND EXPERIMENTAL VERIFICATION OF THREE-STOREY CLT BUILDING WITH CONTINUOUS SHEAR WALLS

被引：0
|
作者：
Tsuji T.
Isoda H.
Horie Y.
Nakagawa T.
Takahashi R.
Mori T.
Matsuda M.
Nakashima S.
Araki Y.
机构：
来源：
Journal of Structural and Construction Engineering | 2024年 / 89卷 / 818期
关键词：
Cross Laminated Timber; Damper; Drift-pin Joint; Pre-stress; Shaking Table Test; Shear Wall;
D O I：
10.3130/aijs.89.439
中图分类号：
学科分类号：
摘要：
The shaking table tests of a three-storey CLT building with two types of continuous shear walls were conducted to verify the seismic design. One was the post-tensioned shear wall system and the other was the shear wall fixed at the base with drift pins. In addition, dampers were installed between the walls and side-columns in both shear wall system. Seismic design was applied based on the Japanese Building Standard Law. Safety against extremely severe earthquakes and no structural damage against moderate earthquakes were confirmed during the tests. The results verified the proposed seismic design procedure. © 2024 Architectural Institute of Japan. All rights reserved.
引用
收藏
页码：439 / 450
页数：11
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