2013
DOI: 10.1016/j.compstruc.2013.04.019
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Time-dependent analysis of cable domes using a modified dynamic relaxation method and creep theory

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Cited by 41 publications
(8 citation statements)
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“…In order to simplify the model, an assumption was that no external force exist on the spring. There only exists the forces of tension force acted on the spring, and gravity, buoyancy and hydrodynamic force (drag force and lift force) acted on the mass points [11][12][13].…”
Section: A Numerical Modelingmentioning
confidence: 99%
See 1 more Smart Citation
“…In order to simplify the model, an assumption was that no external force exist on the spring. There only exists the forces of tension force acted on the spring, and gravity, buoyancy and hydrodynamic force (drag force and lift force) acted on the mass points [11][12][13].…”
Section: A Numerical Modelingmentioning
confidence: 99%
“…And dt is time step and dt=t[n+1]-t[n]. Hence the improved euler method was used to solve the (12) and (13). And the improved euler method could be expressed as [ 1] [ ] [ 1] [ ] ( ( ) ( 1) ) 2 [ 1] [ ] ( ( ) ( 1 2…”
Section: Y Z Q U H X Y Z X Y Z T U G X Y Z Q U H X Y Z X Y Z T H H X mentioning
confidence: 99%
“…In most existing methods, few studies have been devoted to the vibrational characteristics of the cable-strut structures, and investigations have had to rely on numerical simulations instead of analytical solutions [1]. As a widely used form-finding method, the dynamic relaxation method addresses the pseudo-dynamic issue and finds the equilibrium configuration of cable-strut structures through the integration of a fictitious dynamic equation [28,4,14]. This technique, however, merely turns a static problem into a fictitious dynamic one.…”
Section: Introductionmentioning
confidence: 99%
“…Calì et al [21] proposed an original creep prediction model with a unified comprehensive formulation and utilized the ANSYS finite element model simulations for the model validation. Kmet et al used a modified nonlinear force-density method and a modified dynamic relaxation method to analyze the stress relaxation of cable nets [22][23][24]. Xu et al [25] considered the cable assembly as a whole and proposed a creep model based on the modified Norton-Bailey equation; however, it is difficult to apply this model as it involves too many parameters.…”
Section: Introductionmentioning
confidence: 99%