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Jun 17, 2014
Wind-Induced Dynamic Analysis of the Arched Tensegrity Structures in Time Domain
Authors: Chengjiang Lu [email protected], Shunan Lu [email protected], and Xiaodong Wang [email protected]Author Affiliations
Publication: Computing in Civil and Building Engineering (2014)
Abstract
Tensegrity structures are sensitive to wind. Wind-induced dynamic analysis for arched tensegrity structure is performed with the nonlinear random simulation method in time domain in this paper. Several parameters - such as wind speed, length-width ratio, rise-span ratio and prestress of cable - are considered. The arched tensegrity structure appears obviously peak resonance in the low-frequency part under wind load. Reducing the length-width ratio and increasing prestress can reduce wind-induced response of the arched tensegrity structure effectively.
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Published In
Computing in Civil and Building Engineering (2014)
Pages: 1174 - 1181
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© 2014 American Society of Civil Engineers.
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Published online: Jun 17, 2014
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Affiliations
School of Architecture and Civil Engineering, Harbin University of Science and Technology, Heilongjiang Harbin 150080, China. E-mail: [email protected]
School of Architecture and Civil Engineering, Harbin University of Science and Technology, Heilongjiang Harbin 150080, China. E-mail: [email protected]
School of Architecture and Civil Engineering, Harbin University of Science and Technology, Heilongjiang Harbin 150080, China. E-mail: [email protected]
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