Advanced Analysis of Steel Frames - Thai, Huu-Tai
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Steel frames which are commonly used in multi-storey and industrial buildings, bridges and offshore structures may exhibit significantly nonlinear behavior prior to achieving their ultimate capacity. Thus, a second-order inelastic analysis or advanced analysis is the most rational mean for assessment of the performance of a whole structural system instead of using conventional analysis approach. This book presents an efficient numerical procedure for advanced analysis of three-dimensional steel frames under static and dynamic loadings. The formulations of catenary, truss and refined plastic…mehr

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Produktbeschreibung
Steel frames which are commonly used in multi-storey and industrial buildings, bridges and offshore structures may exhibit significantly nonlinear behavior prior to achieving their ultimate capacity. Thus, a second-order inelastic analysis or advanced analysis is the most rational mean for assessment of the performance of a whole structural system instead of using conventional analysis approach. This book presents an efficient numerical procedure for advanced analysis of three-dimensional steel frames under static and dynamic loadings. The formulations of catenary, truss and refined plastic hinge elements are presented for modeling inelastic behavior of cable, truss and beam-column members, respectively. The generalized displacement control method is adopted for tracing post-buckling equilibrium paths of structures exhibiting the snap-back and snap-through phenomena, whereas an incremental-iterative solution scheme based on Newmark and Newton-Raphson methods is employed for capturing time-history responses of structures under dynamic loadings.
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Autorenporträt
Huu-Tai Thai received his PhD in Structural Engineering from Sejong University in 2010. His research has focused on advanced analysis of framed structures, nonlinear finite element analysis, computational mechanics, plate theory, functionally graded and laminated composite materials.