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Jun 2, 2020

Closure to “Performance-Based Wind-Resistant Optimization Design for Tall Building Structures” by Ting Deng, Jiyang Fu, Qingxing Zheng, Jiurong Wu, and Yonglin Pi

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Publication: Journal of Structural Engineering
Volume 146, Issue 8

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Acknowledgments

The authors would like to gratefully acknowledge the support from the National Natural Science Foundation of China (Grant Nos. 51925802 and 51808153).

References

AIJ (Architectural Institute of Japan). 2004. Guidelines for the evaluation of habitability to building vibration. Tokyo: AIJ.
ASCE. 2010. Minimum design loads for buildings and other structures. ASCE/SEI 7-10. Reston, VA: ASCE.
CEN (European Committee for Standardization). 2004. Eurocode 1. Actions on structures. 1-4: General actions. Wind actions. BS EN 1991-1-4. London: British Standards Institution.
Chan, C. M., and J. K. L. Chui. 2006. “Wind-induced response and serviceability design optimization of tall steel buildings.” Eng. Struct. 28 (4): 503–513. https://doi.org/10.1016/j.engstruct.2005.09.005.
China Architecture and Building Press. 2012. Load code for the design of building structures. GB 50009. Beijing: China Architecture and Building Press.
Deng, T., J. Y. Fu, Q. Zheng, and J. R. Wu, and Y.-L. Pi. 2019. “Performance-based wind-resistant optimization design for tall building structures.” J. Struct. Eng. 145 (10): 04019103. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002383.
NRCC (National Research Council Canada). 2015. National building code of Canada. Ottawa: NRCC.
Standards Australia. 2011. Structural design actions. 2: Wind actions. AS/NZS 1170.2. Sydney, Australia: Standards Australia.
Xu, A., Z. N. Xie, and M. Gu. 2018. “Experimental study of wind effects on two neighboring super-tall buildings.” Adv. Struct. Eng. 21 (3): 500–513. https://doi.org/10.1177/1369433217723411.
Yeo, D. H. 2011. Database-assisted design for wind: Concepts, software, and example for high-rise reinforced concrete structure. Gaithersburg, MD: NIST.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 146Issue 8August 2020

History

Received: Mar 2, 2020
Accepted: Mar 18, 2020
Published online: Jun 2, 2020
Published in print: Aug 1, 2020
Discussion open until: Nov 2, 2020

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Assistant Professor, Guangzhou Univ.–Tamkang Univ. Joint Research Center for Engineering Structure Disaster Prevention and Control, Guangzhou Univ., Guangzhou 510006, China. Email: [email protected]
Professor, Guangzhou Univ.–Tamkang Univ. Joint Research Center for Engineering Structure Disaster Prevention and Control, Guangzhou Univ., Guangzhou 510006, China (corresponding author). Email: [email protected]
Qingxing Zheng [email protected]
Postdoctor, Shenzhen General Institute of Architectural Design and Research Co., Ltd., Design Bldg., No. 8, Zhenhua Rd., Shenzhen 518031, China. Email: [email protected]
Professor, Guangzhou Univ.–Tamkang Univ. Joint Research Center for Engineering Structure Disaster Prevention and Control, Guangzhou Univ., Guangzhou 510006, China. Email: [email protected]
Professor, Guangzhou Univ.–Tamkang Univ. Joint Research Center for Engineering Structure Disaster Prevention and Control, Guangzhou Univ., Guangzhou 510006, China. Email: [email protected]

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