2015
DOI: 10.1016/j.jweia.2015.03.005
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Estimation of internal forces in cladding support components due to wind-induced overall behaviors of long-span roof structure

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Cited by 10 publications
(3 citation statements)
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“…The connection between a secondary member and a main frame is coupled and articulated for freedom of rotation around the section principal axis (as demonstrated by the "1" direction in the section sketch of Table 2). Similarly, the roof and wall cladding are supported by purlins or girts with pin-rollers, which allow rotations along the axis of the corresponding secondary members (Wu et al 2015). On the contrary, the fixed cases use rigid links for all boundary and connection conditions.…”
Section: Finite Element Modelsmentioning
confidence: 99%
“…The connection between a secondary member and a main frame is coupled and articulated for freedom of rotation around the section principal axis (as demonstrated by the "1" direction in the section sketch of Table 2). Similarly, the roof and wall cladding are supported by purlins or girts with pin-rollers, which allow rotations along the axis of the corresponding secondary members (Wu et al 2015). On the contrary, the fixed cases use rigid links for all boundary and connection conditions.…”
Section: Finite Element Modelsmentioning
confidence: 99%
“…The damper's stiffness and damping characteristics are very sensitive to the incentive's frequency and amplitude. The core work parts are main piston (1) and two subpistons (2), the work cylinder filled with MR fluid (3), the main piston ring with a permanent magnet (4) and magnetic coil (5). The main design parameters shown in Table 1.…”
Section: Mrms and Sdmr Dampermentioning
confidence: 99%
“…MR dampers using civil engineering structure control have large stress amplitude and sudden change [4]. Because of large design span, light weight, simple structure, easy construction of grid structure, the power plant roof of large-scale water conservancy project constructed in recent year is often in the form of spatial grid structure [5,6]. Most large water projects locate in the southwest and northwest regions, where have frequent seismic activity [7].…”
Section: Introductionmentioning
confidence: 99%