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|a 9789838618946
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|a 624.1762
|2 23
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|a UAMI
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|a Fadzli, Mohamed Nazri.
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|a Prediction of The Collapse Load for Moment-Resisting Steel Frame Structure Under Earthquake Forces.
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|a Gelugor :
|b Penerbit USM,
|c 2015.
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| 300 |
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|a 1 online resource (127 pages)
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|a text
|b txt
|2 rdacontent
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|a computer
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|2 rdamedia
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|a online resource
|b cr
|2 rdacarrier
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|a Print version record.
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|a 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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|a 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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|a 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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|a 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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| 590 |
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|a ProQuest Ebook Central
|b Ebook Central Academic Complete
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| 650 |
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|a Earthquake engineering.
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| 650 |
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|a Génie parasismique.
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| 650 |
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|a Earthquake engineering
|2 fast
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| 776 |
0 |
8 |
|i Print version:
|a Fadzli, Mohamed Nazri.
|t Prediction of The Collapse Load for Moment-Resisting Steel Frame Structure Under Earthquake Forces.
|d Gelugor : Penerbit USM, ©2015
|z 9789838618892
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| 856 |
4 |
0 |
|u https://ebookcentral.uam.elogim.com/lib/uam-ebooks/detail.action?docID=5338816
|z Texto completo
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| 938 |
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|a EBL - Ebook Library
|b EBLB
|n EBL5338816
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| 994 |
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|a 92
|b IZTAP
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