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Seismic Response Analysis and Control of Frame Structures with Soft First Storey under Near-Fault Ground Motions

机译：近端故障地面运动下软第一层框架结构的地震反应分析与控制

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Chunyang Liu; Peng Sun; Ruofan Shi;
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1. Seismic Response Analysis and Control of Frame Structures with Soft First Storey under Near-Fault Ground Motions [J] . Chunyang Liu, Peng Sun, Ruofan Shi Advances in civil engineering . 2020,第1期

机译：近端故障地面运动下软第一层框架结构的地震反应分析与控制
2. 3-D numerical analysis on seismic responses of the underground large scale frame structure under near-fault ground motions [J] . Qiu Dapeng, Chen Jianyun, Xu Qiang Tunnelling and underground space technology . 2019,第SEPa期

机译：近地下地震作用下地下大型框架结构地震响应的三维数值分析
3. 3-D numerical analysis on seismic responses of the underground large scale frame structure under near-fault ground motions [J] . Qiu Dapeng, Chen Jianyun, Xu Qiang Tunnelling and underground space technology . 2019,第Sepa期

机译：近故障地面运动下地下大规模框架结构地震反应的三维数值分析
4. Seismic response analysis under longitudinal and lateral excitation of rigid frame bridge subjected to near-fault pulse-like ground motions [C] . Linchun Zhang 2011 International Conference on Multimedia Technology . 2011

机译：刚架桥在近断层脉冲状地震动的纵向和横向激励下的地震反应分析
5. Effects of near-fault ground motions on frame structures. [D] . Alavi-Shushtari, Babak. 2001

机译：近断层地震动对框架结构的影响。
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. Response of Seismically Isolated Steel Frame Buildings with Sustainable Lead-Rubber Bearing (LRB) Isolator Devices Subjected to Near-Fault (NF) Ground Motions [O] . Jong Wan Hu 2014

机译：具有可持续铅 - 橡胶轴承（LRB）隔离器装置的地震隔离钢框架建筑物对近断层（NF）地面运动的响应
8. Evaluation of Accuracy of Simplified Methods of Analysis and Design of Buildings with Damping Systems for Near-Fault and for Soft-Soil Seismic Motions [R] . Pavlou, E. A., Constantinou, M. C. 2004

机译：近断层和软土地震动阻尼系统建筑物分析设计简化方法精度评估

Seismic Response Analysis and Control of Frame Structures with Soft First Storey under Near-Fault Ground Motions

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