2001
DOI: 10.12989/sem.2001.11.2.211
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Folding analysis of reversal arch by the tangent stiffness method

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Cited by 3 publications
(3 citation statements)
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“…That is, as the first step, the force systems generated at both ends of closing loops associated with various degrees of gable bend were calculated by tangent stiffness method. The tangent stiffness method can accurately handle large displacement phenomena of frame structures in space due to the element translating as a rigid body without dividing the structure into very fine elements [9]. On the other hand, application of the FE method is inappropriate for structural analyses of loops which are largely deformed [15].…”
Section: Discussionmentioning
confidence: 99%
See 1 more Smart Citation
“…That is, as the first step, the force systems generated at both ends of closing loops associated with various degrees of gable bend were calculated by tangent stiffness method. The tangent stiffness method can accurately handle large displacement phenomena of frame structures in space due to the element translating as a rigid body without dividing the structure into very fine elements [9]. On the other hand, application of the FE method is inappropriate for structural analyses of loops which are largely deformed [15].…”
Section: Discussionmentioning
confidence: 99%
“…The forces and moments acting on the ends of closing loops associated with various degrees of gable bend (0, 5, 10, 15, 20, 25, and 308) were calculated by means of a structural analysis based on the tangent stiffness method, in which large deflection can be handled [9]. The closing loop examined in this study was the teardrop type, which was 10 mm in height.…”
Section: Tangent Stiffness Methodsmentioning
confidence: 99%
“…The forces and moments acting on the ends of the closing loop were calculated by means of a computer program for geometric nonlinear analysis based on the tangent stiffness method, by which large deflection problems can be handled. 9 The closing loop examined in this study was the teardrop type, which was 10 mm in height (Figure 1). The interbracket distance was set to be 10 mm.…”
Section: Methodsmentioning
confidence: 99%