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BL
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| Record Number
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890753
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| Main Entry
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Fadzli, Mohamed Nazri.
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| Title & Author
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Prediction of The Collapse Load for Moment-Resisting Steel Frame Structure Under Earthquake Forces.
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| Publication Statement
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Gelugor :: Penerbit USM,, 2015.
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| Page. NO
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1 online resource (127 pages)
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| ISBN
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9789838618946
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: 9838618942
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| Contents
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Cover; Half Title Page; Title Page; Copyright Page; Dedication; Contents; List of Figures and Tables; Preface; Nomenclatures; Abbreviations; 1 Introduction; 2 Collapse and Nonlinear Analysis; 2.1 Introduction; 2.2 Collapse Study: Basic Issues; 2.3 Prediction of the Collapse Load: Why Bother?; 2.3.1 Collapse load prediction: A review; 2.3.2 Collapse load prediction: The need and challenge; 2.4 Nonlinear Finite Element Analysis (NFEA); 2.4.1 Nonlinear static analysis; 2.4.2 Nonlinear dynamic analysis; 2.5 Performance-Based Seismic Design (PBSD); 2.6 Remarks.
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3 Determination of Yield and Ultimate Loads for MRF Buildings3.1 Introduction; 3.2 Deriving an Equation of Motion for System; 3.2.1 Energy based approach; 3.2.2 Relationships between nonlinear stiffness function and base shear; 3.2.3 Mass-normalized, parametric, form of equation of motion; 3.2.4 A heuristic case; a uniform multi-storey building; 3.3 Application of the Upper Bound Theorem; 3.4 Estimating the Design Capacities of Beam Element, mp; 3.4.1 Application of portal frame method for sway loading; 3.4.2 Combination of loading cases; 3.4.3 Determining base shear from design spectra.
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3.5 Numerical Case Study3.5.1 Preliminaries; 3.5.2 Moment-resisting steel frame (MRSF) design; 3.5.2.1 Structural steel design; 3.5.2.2 Eurocodes; 3.5.2.3 Characteristics of MRSF design; 3.5.2.4 Design loads; 3.5.2.5 Horizontal seismic action; 3.5.2.6 Beam and column design; 3.5.3 Parameters employed; 3.6 Results; 3.7 Remarks; 4 Prediction of Collapse Load for Building Subject to Seismic Shock; 4.1 Introduction; 4.2 Derivation of the Prediction Equation Based on Dynamic System; 4.2.1 System dynamics; 4.2.2 Estimating sway collapse load; 4.2.3 Estimate of design moment capacity of beams.
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4.2.4 Collapse estimate for regular building4.3 Nonlinear Finite Element Analysis (NFEA); 4.3.1 Element and nodes; 4.3.2 Failure criteria; 4.4 A Generic MRSF Structures; 4.5 Earthquake; 4.5.1 The ground motion records selection; 4.6 Collapse analysis; 4.6.1 POA; 4.6.2 IDA; 4.6.2.1 IDA curve; 4.6.2.2 Force and displacement profiles; 4.6.3 POA-IDA collapse prediction; 4.7 Remarks; 5 Conclusion; Appendix A; Appendix B; References; Index; About this book; About the Author; Back cover.
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