|
|
|
|
|
Fuyin Cui, Shuling Chen, Hongbin Hao, Changzhi Han, Ruidong Ni and Yueyue Zhuo
To address the unstable motion of a tension leg platform (TLP) for floating wind turbines in various sea conditions, an improved method of incorporating a tuned liquid multi-column damper (TLMCD) into the TLP foundation is proposed. In order to evaluate ...
ver más
|
|
|
|
|
|
|
|
|
|
|
Lucas Mazzon, Giada Frappa and Margherita Pauletta
A case study where a tuned mass damper (TMD) was installed at the top of a five-story reinforced concrete (RC) building is presented. The aim of the study was to investigate the effectiveness of the TMD in changing the structural behavior of medium-rise ...
ver más
|
|
|
|
|
|
|
|
|
|
|
Peng Chen and Xiaobin Wu
This paper investigates the seismic performance of two adjacent buildings connected by viscous dampers. Three types of damper placement are discussed, including installing dampers within a single building, connecting two buildings at the same floor level...
ver más
|
|
|
|
|
|
|
|
|
|
|
Qing Lyu, Baijie Zhu, Wensheng Lu, Bo Fu, Liangkun Liu, Wei Qian, Ming Zhou and Zhenya Zhang
A five-story moment frame structural model with a base isolation system was tested on a shaking table. The isolation system comprised both linear natural rubber bearing (LNR) and nonlinear viscous dampers (NLVDs). Seven ground motions were employed: incl...
ver más
|
|
|
|
|
|
|
|
|
|
|
Jizhong Huang, Ruoyu Zhang, Qingyang Luo, Xiuwei Guo and Meigen Cao
In this paper, the mechanical model of grotto?eave system with cable inerter viscous damper (CIVD) is established, and the vibration control equations are established. Firstly, the stochastic response is carried out, and the optimization design of design...
ver más
|
|
|
|
|
|
|
|
|
|
|
Felix Weber, Fredrik Borchsenius, Johann Distl and Christian Braun
In recent years, the Tuned Mass Damper with inerter (TMDI) has received significant attention. The inerter is defined to exert a force that is in proportion to the relative acceleration of the two inerter terminals. Here, two TMDI topologies are investig...
ver más
|
|
|
|
|
|
|
|
|
|
|
Akshay Satishkumar Baheti and Vasant Annasaheb Matsagar
Wind and/or earthquake-imposed loadings on two dynamically similar adjacent buildings cause vigorous shaking that can be mitigated using energy dissipating devices. Here, the vibration response control in such adjacent structures interconnected with semi...
ver más
|
|
|
|
|
|
|
|
|
|
|
Shenyan Chen, Zihan Yang, Minxiao Ying, Yanwu Zheng, Yanjie Liu and Zhongwen Pan
The traditional series-type satellite vibration suppression scheme significantly decreases satellite frequency, which leads to difficulty in controlling the amplitude. In the present work, a new parallel viscous damping scheme is adopted on the Payload A...
ver más
|
|
|
|
|
|
|
|
|
|
|
Yale Li, Zhouhong Zong, Bingwen Yang, Yuanzheng Lin and Jin Lin
The collapse control methods discussed in this paper provide evidence for the anti-collapse design of multi-span continuous girder bridges. In particular, it enhances the understanding of suitable collapse control methods.
|
|
|
|
|
|
|
|
|
|
|
Nanhui Yu, Huajiang Ouyang, Jiafan Zhang, Jianping Ye, Qinghua Yan and Xiao Zheng
This paper investigates a type of linear vibration isolator which incorporates two passive devices, negative stiffness elements and an inerter, into the conventional isolator (massstiffnessdamper). Two configurations of the passive devices are considered...
ver más
|
|
|
|
|
|