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CONTRIBUTIONS OF PLYWOOD SHEAR WALLS AND PLASTERBOADS ON SEISMIC RESPONSE REDUCTION OF TIMBER STRUCTURES USING WOOD FRICTION-BASED DAMPERS

机译：胶合板剪力墙与普拉斯特·普拉斯（Plasterboad）对木材结构的抗震反应降低木材摩擦力阻尼器

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Koichiro ISHIKAWA; Yoshiaki WAKASHIMA; Ryotaro FUJIOKA; Hidemaru SHIMIZU; Doppo MATSUBARA; Akihisa KITAMORI;
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1. Pseudodynamic tests and earthquake response analysis of timber structures III: three-dimensional conventional wooden structures with plywood-sheathed shear walls [J] . Takahisa Kamada, Motoi Yasumura, Shimpei Yasui, Journal of Wood Science . 2011,第6期

机译：木材结构的拟动力试验和地震响应分析III：带有胶合板护套剪力墙的三维常规木制结构
2. Mitigating seismic response of shear wall structures using embedded dampers [J] . Julius Marko, David P. Thambiratnam, N. J. Perera The Structural Engineer . 2006,第1期

机译：使用嵌入式阻尼器减轻剪力墙结构的地震响应
3. Seismic response of building structures with dampers in shear walls [J] . L.P.B. Madsen, D.P. Thambiratnam, N.J. Perera Computers & Structures . 2003,第4期

机译：剪力墙中带有阻尼器的建筑结构的地震响应
4. Estimating Seismic Performance of Timber Structures with Plywood-sheathed Walls by Pseudo-dynamic Tests and Time-history Earthquake Response Analysis [C] . Motoi YASUMURA Professor, Dr, Nicolas RICHARD Structural Engineer, World Conference on Timber Engineering;WCTE 2006 . 2006

机译：用伪动力试验和时程地震响应分析估算胶合板护套木结构的抗震性能
5. Seismic performance of multi-storey structures with cold-formed steel wood sheathed shear walls. [D] . Morello, Denise. 2009

机译：带冷弯钢木护套剪力墙的多层结构的抗震性能。
6. Evaluation of Seismic Performance and Effectiveness of Multiple Slim-Type Damper System for Seismic Response Control of Building Structures [O] . David Kim, Eun Hee Sung, Kwan-Soon Park, -1

机译：建筑结构地震响应控制的多个超薄型阻尼器系统的抗震性能和有效性评估
7. EARTHQUAKE RESPONSE CONTROL OF TIMBER STRUCTURE WITH UNBALANCED DISTRIBUTION OF SHEAR WALLS UTILIZING VISCOELASTIC DAMPER : Shaking table test with three-dimensional model and analysis of response mechanism [O] . Hiroyuki NOGUCHI, Wakako OHURA, Suguru YOSHIDA, 2006

机译：采用粘弹性阻尼器的剪力墙不平衡分布的木材结构地震响应控制：振动台测试与三维模型及响应机制分析

CONTRIBUTIONS OF PLYWOOD SHEAR WALLS AND PLASTERBOADS ON SEISMIC RESPONSE REDUCTION OF TIMBER STRUCTURES USING WOOD FRICTION-BASED DAMPERS

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