Browse > Article
http://dx.doi.org/10.21022/IJHRB.2022.11.3.207

Seismic Performance and Vibration Control of Urban Over-track High-rise Buildings  

Ying, Zhou (State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University)
Rui, Wang (State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University)
Zengde, Zhang (State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University)
Publication Information
International Journal of High-Rise Buildings / v.11, no.3, 2022 , pp. 207-219 More about this Journal
Abstract
During the structural design of urban over-track high-rise buildings, two problems are most likely encountered: the abrupt change of story stiffness between the podium and the upper towers, as well as the demand for train-induced vibration control. Traditional earthquake-resistant structures have to be particularly designed with transfer stories to meet the requirement of seismic control under earthquakes, and thus horizontal seismic isolation techniques are recommended to solve the transfer problem. The function of mitigating the vertical subway-induced vibration can be integrated into the isolation system including thick rubber bearings and 3D composite vibration control devices. Engineering project cases are presented in this paper for a more comprehensive understanding of the engineering practice and research frontiers of urban over-track high-rise buildings in China.
Keywords
Urban over-track building; high-rise building; seismic isolation; train-induced vibration; 3D isolation device;
Citations & Related Records
Times Cited By KSCI : 4  (Citation Analysis)
연도 인용수 순위
1 Zhou, Y. (2020) Seismic isolation of building structures. China Machine Press, Beijing, China. (in Chinese)
2 Zhou, Y., Chen, P. and Mosqueda, G. (2019) Analytical and numerical investigation of quasi-zero stiffness vertical isolation system. Journal of Engineering Mechanics, 145(6), 04019035.
3 Zhou, Y., Chen, P. and Mosqueda, G. (2022) Numerical studies of three-dimensional isolated structures with vertical quasi-zero stiffness property. Journal of Earthquake Engineering, 26(7), 3601-3622.   DOI
4 Zhou, Y., Ma, K., Chen, P., Lu, D. and Wu H. (2022) Investigations on train-induced vibration and vibration control of an over-track building using thick-layer rubber bearings. Structural Design of Tall and Special Buildings, 31, e1898.
5 Zhou, Y., Wen, H., Wu, Y. and Xiao, P. (2022) Shaking table test of a prefabricated cover plane fully frame-supported shear wall structure in Chisha Guangzhou. Journal of Building Structures, in press. (in Chinese)
6 Zhou, Y. and Zhang, Z. (2022) Experimental and analytical investigations on compressive behavior of thick rubber bearings for mitigating subway-induced vibration. Engineering Structures, under review.
7 Zhu, J., Qian, C., Pan, Y. and Zhou, Y. (2017) Study on subway-induced vibration response of building structures and human comfort. Structural Engineers, 33(5), 125-134. (in Chinese)
8 Zou, C., Wang, Y., Zhang, X. and Tao, Z. (2020) Vibration isolation of over-track buildings in a metro depot by using trackside wave barriers. Journal of Building Engineering, 30, 101270.
9 National Bureau of Statistics. (2022) Statistical communique on the 2021 national economic and social development of the People's Republic of China. National Bureau of Statistics, Beijing, China. (in Chinese)
10 ISO 2631-1. (1997) Mechanical vibration and shock - Evaluation of human exposure to whole-body vibration - Part 1: General requirements. International Organization for Standardization, Geneva, Switzerland.
11 Chen, P. (2019) Investigations on a vertical vibration isolation system with quasi-zero stiffness property. Tongji University, Shanghai, China. (in Chinese)
12 GB 10071-88. (1988) Measurement method of environmental vibration of urban area. National Environmental Protection Agency of the People's Republic of China, Beijing, China. (in Chinese)
13 GB 50011-2010. (2016) Code for seismic design of Buildings. Ministry of Housing and Urban-rural Development of the People's Republic of China, Beijing, China. (in Chinese)
14 He, Y. and Zhou, L. (2017) Urban park above the parking garage: Beianhe Depot air-right development of Metro Line 16 in Beijing. Architecture Technique, 7, 46-50. (in Chinese)
15 ISO 2631-2. (2003) Mechanical vibration and shock - Evaluation of human exposure to whole-body vibration - Part 2: Vibration in buildings (1 Hz to 80 Hz). International Organization for Standardization, Geneva, Switzerland.
16 Liang, Z. (2018) Study on the function of the metro depot cover property. Beijing Jiaotong University, Beijing, China. (in Chinese)
17 Liu, H. (2022) Investigations on the seismic performance of a three-dimensional nonlinear isolation system with quasi-zero stiffness property. Tongji University, Shanghai, China. (in Chinese)
18 Lv, H. (2012) Exploration on the development mode of subway upper cover project - A case study of Xinzhuang Subway Station. Shanghai Urban Planning Review, 5, 66-70. (in Chinese)
19 Ribeiro, G. S. (2018) Structural design of transfer structures. University of Lisbon, Lisbon, Portugal.
20 T/CECS 1035-2022. (2022) Standard for structural design of urban over-track buildings. China Association for Engineering Construction Standardization, Beijing, China. (in Chinese)
21 Wang, Z. (2016) Synergetic Junction of Interregional Transit in Shanghai 2030. University of Wisconsin-Milwaukee, Wisconsin, USA.