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Storey Response of G+40 Horizontally Connected Buildings with Dampers

机译：G + 40水平连接建筑物的叠层响应，带阻尼器

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1. A variably baffled tuned liquid damper to reduce seismic response of a five-storey building [J] . Enayati Hamed, Zahrai Seyed Mehdi Proceedings of the Institution of Civil Engineers . 2018,第sb4期

机译：可变挡板的可调液体阻尼器，可降低五层建筑的地震响应
2. Earthquake-response of open ground storey reinforced concrete building retrofitted with and without yield type X shaped metallic elasto-plastic damper [J] . C.K. Madheswaran, N. Gopalakrishnan, J. Prakashvel Journal of Structural Engineering . 2018,第2期

机译：开放地面堆积钢筋混凝土建筑的地震反应，无屈服型X成型金属弹性塑料阻尼器
3. Experimental study on multiple tuned mass dampers to reduce seismic responses of a three-storey building structure [J] . Genda Chen, Jingning Wu Earthquake Engineering & Structural Dynamics . 2003,第5期

机译：多重调谐质量阻尼器降低三层建筑结构地震响应的实验研究
4. PREDICTING THE PEAK SEISMIC RESPONSE OF A RETROFITTED NINE-STOREY STEEL REINFORCED CONCRETE BUILDING WITH STEEL DAMPER COLUMNS [C] . KENJI FUJII, HIROKI SUGIYAMA, KAZUAKI MIYAGAWA International Conference on Computational Methods and Experimental Measurements . 2019

机译：预测钢闸柱改装九层钢筋混凝土建筑的峰震响应
5. Seismic torsional response of asymmetrical multi-storey frame buildings. [D] . Sarvghad-Moghadam, Abdoreza. 1998

机译：不对称多层框架建筑的地震扭转响应。
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. PREDICTING THE PEAK SEISMIC RESPONSE OF A RETROFITTED NINE-STOREY STEEL REINFORCED CONCRETE BUILDING WITH STEEL DAMPER COLUMNS [O] . KENJI FUJII, HIROKI SUGIYAMA, KAZUAKI MIYAGAWA 2019

机译：预测钢闸柱改装九层钢筋混凝土建筑的峰震响应

Storey Response of G+40 Horizontally Connected Buildings with Dampers

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