Friction-Based Connectors for Timber Shear Walls: Static Experimental Tests

被引：12

作者：

Wakashima, Yoshiaki ^{[1
]}

Shimizu, Hidemaru ^{[2
]}

Ishikawa, Koichiro ^{[3
]}

Fujisawa, Yasushi ^{[1
]}

Tesfamariam, Solomon ^{[4
]}

机构：

[1] Forestry & Fisheries Res Ctr, Toyama Prefectural Agr, Imizu, Toyama 9390311, Japan

[2] Sugiyama Jogakuen Univ, Nagoya, Aichi 4648662, Japan

[3] Univ Fukui, Fukui 9108507, Japan

[4] Univ British Columbia, Sch Engn, Okanagan Campus, Kelowna, BC V1V 1V7, Canada

来源：

JOURNAL OF ARCHITECTURAL ENGINEERING | 2019年 / 25卷 / 02期

关键词：

Shake table test; Timber structures; Dampers; Energy dissipation; WOOD; PERFORMANCE; BEHAVIOR; SYSTEMS; DESIGN;

D O I：

10.1061/(ASCE)AE.1943-5568.0000351

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Timber shear wall systems dissipate energy through nail bending, nail withdrawal, and crushing of the sheathing around the nail hole. This dissipation mechanism is a pinching hysteretic response. Use of high-damping devices is an effective method for improving the earthquake resistance of a building. In this study, three wood friction connections were developed and tested to increase the damping of the wood shear walls. In this paper, cyclic experimental tests of the connectors and shear walls are presented. In addition, results of long-term performance assessments are also presented. The cyclic test response of the connections exhibited a rectangular hysteretic response, and the shear wall systems had an equivalent viscous damping ratio of around 0.3.

引用

页数：9

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