TORSIONAL SEISMIC RESPONSE CONTROL BY VISCOELASTIC DAMPER FOR THREE-DIMENSIONAL WOOD-FRAME STRUCTURE WITH STIFFNESS ECCENTRICITY
Author:
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/75/655/75_655_1691/_pdf
Reference16 articles.
1. 1) 日本建築学会他: 阪神.淡路大震災調査報告 建築編-4, 阪神.淡路大震災調査報告編集委員会
2. DAMAGE OF URBAN WOODEN HOUSES BY HANSHIN-AWAJI EARTHQUAKE
3. DYNAMIC BEHAVIOR OF A WOOD FRAME WITH SHEAR LINK PASSIVE CONTROL MECHANISM INVOLVING K-BRACE
4. EXPERIMENTAL STUDY ON DYNAMIC BEHAVIOR OF A WOOD FRAME WITH SHEAR LINK PASSIVE CONTROL MECHANISM INVOLVING PLYWOOD PANEL
5. SHAKING TABLE TESTS OF WOOD FRAMES WITH VELOCITY-DEPENDENT DAMPERS
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1. DEVELOPMENT OF THE OIL DAMPER WITH STIFFNESS FOR ARCHITECTURAL VIBRATION CONTROL AND EXPERIMENTAL RESEARCH ON STRUCTURAL CHARACTERIZATION;Journal of Structural and Construction Engineering (Transactions of AIJ);2022-10-01
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