Investigations on the mechanical behavior of suspend-dome with semirigid joints. (July 2016)

• Record Type: Journal Article
• Authors: Chen, Zhihua; Xu, Hao; Zhao, Zhongwei; Yan, Xiangyu; Zhao, Bingzhen
• Is Part Of: Journal of constructional steel research. Volume 122(2016:Jul.)
• Page Start: 14
• Page End: 24
• Publication Date: 2016-07
• Subjects: Bending stiffness -- Double element method -- Geometric imperfection -- Joint stiffness -- Suspend-dome structures; Steel, Structural -- Periodicals; Building, Iron and steel -- Periodicals; Acier de construction -- Périodiques; Construction métallique -- Périodiques; 624.1821
• DOI: 10.1016/j.jcsr.2016.01.021
• Languages: English
• ISSNs: 0143-974X

Abstract

Abstract: Most finite element models of actual projects developed using general finite element software are rigid or hinge connected. These models are inconsistent with the actual situations of most actual projects that are semirigid jointed. The double element method was adopted to estimate the influence of joint stiffness on the mechanical behavior of suspend-dome structures. First, the accuracy of this method was validated. This approach was adopted to analyze the influence of joint stiffness on the mechanical behavior of the overall structure. Buckling, modal, and dynamic response analyses were conducted. The effect of joint stiffness on the buckling capacity of suspend-dome and single-layer latticed shell was derived and compared. The influence of joint stiffness on the characteristics of natural vibration was also determined. Finally, seismic response analysis was conducted to estimate the influence of joint stiffness on structural dynamic response. Results indicate that rigid connected finite element models may be unreliable to calculate dynamic response during the design phase. Highlights: The double element method was proposed and validated in this paper. Influence of joint stiffness of components on buckling capacity of suspend-dome structures was derived. Influence of joint stiffness on natural vibration characteristic was derived. Dynamic response analysis of semi-rigid structures may larger than that rigidly connected structures.