Experimental and analytical investigations of the dynamic characteristics of a mold transformer with rotary friction dampers based on shaking table tests

被引:0
作者
Lee, Seung-Jae [1 ]
Lee, Ji-Eon [1 ]
Dinh, Ngoc Hieu [1 ]
Choi, Kyoung-Kyu [1 ]
机构
[1] Soongsil Univ, Sch Architecture, 369 Sangdo Ro, Seoul 06978, South Korea
基金
新加坡国家研究基金会;
关键词
mold transformer; dynamic characteristics; shaking table test; rotary friction dampers; dynamic structural model; stiffness calibration; SEISMIC PERFORMANCE EVALUATION; EARTHQUAKE; FRAMES;
D O I
10.1007/s11803-025-2318-4
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In this study, shaking table tests were performed to investigate the dynamic characteristics of a mold transformer. Based on the test results, rotary friction dampers were developed to mitigate the excessive lateral displacement that occurred along the direction of the weak stiffness axis of the mold transformer. In addition, shaking table tests were performed by attaching friction dampers to both sides of the mold transformer. Based on the shaking table test results, the natural frequency, mode vector, and damping ratio of the mold transformer were derived using the transfer function and half-power bandwidth. The test results indicated that the use of friction dampers can decrease the displacement and acceleration response of the mold transformer. Finally, dynamic structural models were established considering the component connectivity and mass distribution of the mold transformer. In addition, a numerical strategy was proposed to calibrate the stiffness coefficients of the mold transformer, thereby facilitating the relationship between generalized mass and stiffness. The results indicated that the analytical model based on the calibration strategy of stiffness coefficients can reasonably simulate the dynamic behavior of the mold transformer using friction dampers with regard to transfer function, displacement, and acceleration response.
引用
收藏
页码:451 / 472
页数:22
相关论文
共 41 条
[1]  
American Society of Civil Engineers (ASCE), 2017, ASCE/SEI 7-16, DOI DOI 10.1061/9780784414248
[2]  
[Anonymous], 2006, Recommended Practice for Seismic Design of Substations (IEEE693)
[3]  
[Anonymous], 2005, design of structures for earthquake resistance-part 2: bridges (EN 1998-2 2005)
[4]  
[Anonymous], 2011, Reducing the Risks of Nonstructural Earthquake Damage: A Practical Guide
[5]  
[Anonymous], 2007, Interim protocols for determining seismic performance characteristics of structural and nonstructural components through laboratory testing
[7]  
Chopra AnilK., 2007, Dynamics of structures: theory and applications to earthquake engineering, V3rd
[8]  
Cochran RS, 2015, ELECTRICAL TRANSMISSION AND SUBSTATION STRUCTURES 2015: TECHNICAL CHALLENGES AND INNOVATIVE SOLUTIONS IN GRID MODERNIZATION, P413
[9]   Study on Seismic Performance of a Mold Transformer through Shaking Table Tests [J].
Dinh, Ngoc Hieu ;
Lee, Seung-Jae ;
Kim, Joo-Young ;
Choi, Kyoung-Kyu .
APPLIED SCIENCES-BASEL, 2020, 10 (01)
[10]  
Fahad M., 2013, Seismic Evaluation and Qualification of Transformer Bushings