Optimization Study on Building Height Based on the Predominant Site Period and Structural Natural Period
Journal: Architecture Engineering and Science DOI: 10.32629/aes.v5i3.2796
Abstract
Through a case study analysis of the Mexico earthquake, this research reveals the hazards of period resonance. The study explores the optimal heights for steel structures and reinforced concrete frame-shear wall structures on different types of sites to optimize seismic design. By comprehensively considering the advantages and disadvantages of the building heights of steel structures and reinforced concrete frame-shear wall structures, the safety and durability of buildings during earthquakes can be significantly improved.
Keywords
predominant site period, structural natural period, disaster prevention and mitigation, resonance
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Cai, Yuanqi, Han, Fang, and Zhu, Yiwen. "Research on the Relationship between Site Predominant Period and Structural Fundamental Period." Earthquake Engineering and Engineering Vibration, 2004(04): 70-74. DOI: 10.13197/j.eeev.2004.04.013.
[2]GB5001—2001. Code for Seismic Design of Buildings [S].
[3]Editorial Board of Engineering Geology Manual. Engineering Geology Manual. 4th ed. Beijing: China Building Industry Press, 2006. (in Chinese)
[4]Wang Zhongqi. Manual for Site Selection in Seismic Zones [M]. Beijing: China Architecture & Building Press, 1994.
[5]Xiong, Jianguo, and Xu, Yiyan. "Analysis of Natural Vibration Characteristics of Layered Soil." Earthquake Engineering and Engineering Vibration, 1986(04): 21-35. DOI: 10.13197/j.eeev.1986.04.003.
[6]Engineering Geological Manuals Committee. Engineering Geological Handbook. 3rd ed. Beijing: China Architecture & Building Press, 1992.
[7]Fu, Xingquan, and Gan, Pengfei. "Development and Application of Optical Fiber Health Monitoring Technology in Bridge Structures." Shanxi Architecture, 2015, 41(26): 166-167.
[8]Hou, Ruibin. "Research on the Influence of Site Predominant Period and Basic Period on Seismic Ground Motion Amplification Model Based on Observation Records." Earthquake Engineering and Engineering Vibration, 2021, 41(06): 202-210. DOI: 10.13197/j.eeev.2021.06.202.hourb.020.
[9]Jiang, Weiqiang, and Ouyang, Lisheng. "Research on the Relationship between Site Predominant Period and Design Characteristic Period." Earthquake Resistant Engineering, 2004(02): 46-49. DOI: 10.16226/j.issn.1002-8412.2004.02.013.
[10]Morales, M. D. "Fundamental Period of Vibration for Reinforced Concrete Buildings." PhD diss., Department of Civil Engineering, University of Ottawa, 2000.
[11]Qi, Guifen. "Measurement and Analysis of Dynamic Characteristics of High-Rise Reinforced Concrete Building Structures." Earthquake Engineering Dynamics, 1983(Z1): 56-62. DOI: 10.16226/j.issn.1002-8412.1983.z1.012.
[12]Fang, Ehui, Qian, Jiaru, and Ma, Zhenyan. "Empirical Formula for the Fundamental Period of High-Rise Steel Structures." Journal of Building Structures, 1993(02): 59-62. DOI: 10.14006/j.jzjgxb.1993.02.008.
[13]Shen, Pusheng, Zhang, Chao, Ye, Jinyang, et al. "Fundamental Natural Vibration Period of High-Rise and Super High-Rise Buildings in China." Building Structures, 2014, 44(18): 1-3+38. DOI: 10.19701/j.jzjg.2014.18.001.
[14]National Standard of the People's Republic of China. Load Code for the Design of Building Structures (GB 50009-2001). Ministry of Construction of the People's Republic of China, 2001.
[15]Gong, Maosheng. "Research on Structural Modal Parameter Identification and Application Based on Strong Earthquake Records." PhD diss., Institute of Engineering Mechanics, China Earthquake Administration, 2006.
Cai, Yuanqi, Han, Fang, and Zhu, Yiwen. "Research on the Relationship between Site Predominant Period and Structural Fundamental Period." Earthquake Engineering and Engineering Vibration, 2004(04): 70-74. DOI: 10.13197/j.eeev.2004.04.013.
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