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- Author: Huu-Tai Thai
- Publisher: Scholars' Press
- ISBN-10: 3639510178
- ISBN-13: 9783639510171
- Format: 15.2 x 22.9 x 1 cm, minkšti viršeliai
- Language: English
- SAVE -10% with code: EXTRA
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Description
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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- Author: Huu-Tai Thai
- Publisher: Scholars' Press
- ISBN-10: 3639510178
- ISBN-13: 9783639510171
- Format: 15.2 x 22.9 x 1 cm, minkšti viršeliai
- Language: English English
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.
Reviews