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Advanced Analysis for Three-Dimensional Semi-Rigid Steel Frames subjected to Static and Dynamic Loadings

Advanced Analysis for Three-Dimensional Semi-Rigid Steel Frames subjected to Static and Dynamic Loadings

          
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About the Book

Doctoral Thesis / Dissertation from the year 2014 in the subject Engineering - Civil Engineering, grade: 9.5, course: Advanced Analysis of Steel Frames, language: English, abstract: The dissertation presents three various advanced analysis approaches which can capture accurately and efficiently the ultimate strength and behavior of steel framed structures with nonlinear beam-to-column connections subjected to static and dynamic loadings. Three major sources of nonlinearity are simultaneously considered in the analyses: (1) material nonlinearity; (2) geometric nonlinearity; and (3) connection nonlinearity. Three types of nonlinear beam-column element formulation considering both geometric and material nonlinearities are coded into two nonlinear structural analysis programs. Three types of steel frames analyzed by the developed programs are: (1) rigid frames; (2) linear semi-rigid frames; and (3) nonlinear semi-rigid frames. Three types of analysis can be performed: (1) nonlinear inelastic static analysis; (2) nonlinear elastic and inelastic time-history analysis; and (3) free vibration analysis. Three main resources of damping are taken into account in the developed programs are: (1) hysteretic damping due to inelastic material; (2) structural viscous damping employing Rayleigh damping; (3) hysteretic damping due to nonlinear beam-to-column connections. To solve nonlinear static equilibrium equations, the Generalized Displacement Control method is adopted herein because of their general numerical stability and efficiency. The GDC method can accurately trace the equilibrium path of nonlinear problems with multiple limit points and snap-back points. The modified Newton-Raphson method is utilized to apply fully static loads before the dynamic analysis procedure is executed. An incremental-iterative solution algorithm based on the Hilber-Hughes-Taylor method combined with the Newton-Raphson equilibrium iterative method is adopted for solving nonlinear equations of mot
About the Author: Phu-Cuong Nguyen was born in Vietnam on 04-Nov-1983. He graduated B.Eng and M.Eng in Civil Engineering at Ho Chi Minh City University of Technology. He got his Ph.D in Structural Engineering and had been a Postdoctoral Fellow in the Department of Civil and Environmental Engineering at Sejong University, South Korea. His research interests have been in the areas of finite element analysis (linear/non-linear), advanced analysis of steel structures, structural connection performance, reliability-based design using advanced analysis and genetic algorithm, structural viscous damping modeling.


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Product Details
  • ISBN-13: 9783668031388
  • Publisher: Grin Verlag
  • Publisher Imprint: Grin Verlag
  • Height: 210 mm
  • No of Pages: 240
  • Series Title: English
  • Weight: 322 gr
  • ISBN-10: 366803138X
  • Publisher Date: 24 Aug 2015
  • Binding: Paperback
  • Language: English
  • Returnable: N
  • Spine Width: 14 mm
  • Width: 148 mm


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Advanced Analysis for Three-Dimensional Semi-Rigid Steel Frames subjected to Static and Dynamic Loadings
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