Integrated optimal wind‐resistant design of super‐tall structures with toggle‐brace damper systems

Summary With the increasing heights of super‐tall buildings, the natural frequency of these structures approaches the predominant frequency of winds, causing the structures to be more sensitive to wind load. For the safety and economy of these structures, the formulation of a reasonable wind‐resista...

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Veröffentlicht in:	The structural design of tall and special buildings Jg. 29; H. 16
Hauptverfasser:	Zhao, Xin, Guo, Junchen, Ma, Haojia, Ding, Kun
Format:	Journal Article
Sprache:	Englisch
Veröffentlicht:	Oxford Wiley Subscription Services, Inc 01.11.2020
Schlagworte:	additional damping ratio Algorithms Constraints Damping ratio Design Design optimization Design techniques Earthquake dampers Earthquakes integrated optimal wind‐resistant design Maximum power multi‐grade constrained optimal design method Quadratic programming Redundancy Resonant frequencies Seismic activity sequential quadratic programming algorithm super‐tall buildings System effectiveness Tall buildings Tall structures toggle‐brace damper systems Wind Wind loads Wind resistance
ISSN:	1541-7794, 1541-7808
Online-Zugang:	Volltext
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