Experimental investigation on dynamic characterization and seismic control performance of a TLPD system
Experimental investigation on dynamic characterization and seismic control performance of a TLPD system
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TLPD系统动态特性及抗震控制性能实验研究
DOI:
10.1002/tal.1350
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发表时间:
2017-05
影响因子:
2.4
通讯作者:
Chen Shen-En
中科院分区:
文献类型:
--
作者:
Dai Kaoshan;Wang Jianze;Mao Rifeng;Lu Zheng;Chen Shen-En
The tuned liquid damper (TLD) and particle damper (PD) have been used as effective passive vibration absorbers to suppress undesirable structural vibrations induced by dynamic loads such as earthquake and strong winds. In this paper, through an integrated use of the TLD and PD, a new damper system named the tuned liquid particle damper (TLPD) was developed. The dynamic characteristics of TLPD in terms of tuning conditions and transfer functions were investigated through a series of shaking table tests. Nonlinear behaviors of TLPD in the frequency domain were discussed, and a preliminary framework was applied in the design of a five‐story steel frame building model using shaking table tests. Testing results confirmed the workability of the preliminary design framework as the primary structure is subjected to earthquake loadings. Performances of different TLPD‐structure systems were summarized from these testing programs. One of observations is that the TLPD system worked as a modified TLD in this study. The testing programs provide proof‐of‐concept results for this proposed vibration absorber.
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影响因子:
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DOI:
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发表时间:
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期刊:
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影响因子:
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DOI:
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1998-04
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Journal of Engineering Mechanics-asce
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DOI:
10.1016/0167-6105(90)90042-b
发表时间:
1990-03
影响因子:
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