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Earthquake resistant design of buildings / Mehmet E. Uz, Department of Civil Engineering, Adnan Menderes University, Aydin, Turkey, Former Associate Research Fellow, ARC, Research Hub for Australian Steel Manufacturing, Wollongong, NSW, Austral

Author
Uz, Mehmet E.
Published
Boca Raton, FL : CRC Press, Taylor & Francis Group, ©2017.
Physical Description
1 online resource (xiv, 253 pages) : illustrations, text file, PDF
Additional Creators
Hadi, Muhammad N. S.
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Contents
Machine generated contents note: 1.1.Preview -- 1.2.Objectives and Limitations -- 1.3.Review of Literature -- 1.3.1.Earthquakes -- 1.3.2.Seismic Behaviour of Adjacent Buildings -- 1.3.3.Structural Control Optimisation -- 1.3.4.Soil-Structure Interaction -- 1.4.Classification of Seismic Isolation Devices -- 1.5.Efficiency of Control Devices -- 1.6.Lumped Mass Systems -- 1.7.Equations of Motion -- 1.8.Outline of the Book -- 2.1.Introduction -- 2.2.Calculation of Building Separation Distance -- 2.3.Torsional Response of Asymmetric System -- 2.4.Equation of Motion for the Effect of Pounding -- 2.5.Equation of Motion of the Soil-structure System for Adjacent Buildings -- 2.6.Interaction Forces -- 2.7.Rigorous Method -- 2.8.Multi-Degrees of Freedom Modal Equations of Motion -- 2.9.Approximate Method -- 2.10.Summary -- 3.1.Introduction -- 3.2.Damage Control under Earthquake Loading -- 3.3.Classification of Structural Control Devices -- 3.4.Passive Control Systems -- 3.5.Active Control Systems -- 3.6.Semi-active Control Systems -- 3.7.Dynamics of Controlled Adjacent Buildings -- 3.8.State Space Equations -- 3.9.Feedback Control -- 3.10.Stability of Active and Other Control Systems -- 3.11.Modelling of Viscous Dampers -- 3.12.Modelling of Magnetorheological Damper -- 3.12.1.Bingham Model -- 3.12.2.Bouc-Wen Model -- 3.12.3.Modified Bouc-Wen Model -- 3.13.Summary -- 4.1.Introduction -- 4.2.Linear Quadratic Regulator with Full State Feedback -- 4.3.Linear Quadratic Gaussian Regulator with Output Feedback -- 4.4.H2 Control -- 4.5.H Control -- 4.6.Clipped Optimal Control -- 4.6.1.Clipped Voltage Law -- 4.7.Fuzzy Logic Control Theory and Applications -- 4.7.1.Integrated Fuzzy Logic Control Procedures -- 4.8.Summary -- 5.1.Introduction -- 5.2.Basic Mechanics of Genetic Algorithm for Single Objective -- 5.3.Binary Coding -- 5.4.Chromosome Representation -- 5.5.Selection Procedure -- 5.6.Crossover -- 5.7.Mutation -- 5.8.Unknown Search Space -- 5.9.Solution of Algorithms -- 5.10.Pareto-optimal Solutions -- 5.11.Non-dominated Sorting Procedure -- 5.12.Elitism and Crowding Distance -- 5.13.Simulated Binary Crossover -- 5.14.Polynomial Mutation -- 5.15.Evaluation of Genetic Algorithms -- 5.16.Multi Objective Genetic Algorithm Procedures -- 5.17.MATLAB Program -- 5.18.Summary -- 6.1.Introduction -- 6.2.Model Description -- 6.3.Selected Soil-Structure System -- 6.4.Validation of Analytical Results of the Approximate Method -- 6.5.Validation of Analytical Results of the Rigorous Method -- 6.6.Summary -- 7.1.Introduction -- 7.2.Ground Motion Frequencies -- 7.3.Example Buildings -- 7.3.1.Application to Example 1 -- 7.3.2.Applications to Other Example Buildings -- 7.4.Summary -- 8.1.Introduction -- 8.2.Results in Frequency Domain -- 8.3.Results in Time Domain -- 8.4.Summary -- 9.1.Introduction -- 9.2.Results of Optimum Placement of Dampers -- 9.3.Summary -- 10.1.Introduction -- 10.2.Base-isolated Buildings -- 10.2.1.Description of Model -- 10.3.Fixed Adjacent Buildings -- 10.3.1.Model Description -- 10.3.2.Properties of the SSI Systems -- 10.4.Numerical Study of Controlled Adjacent Buildings with Passive and Active Control Systems -- 10.4.1.GA-H2 and GA-Hinfinity Optimisation Procedures -- 10.4.2.Description of Model 1 -- 10.4.3.Description of Model 2 -- 10.5.Numerical Study of Controlled Adjacent Buildings with MR Dampers -- 10.5.1.Evaluation Criteria -- 10.5.2.GA-LQR and GA-H2/LQG Optimisation Procedures -- 10.5.3.Clipped Voltage Law Control in SIMULINK with Combined SOGA -- 10.5.4.Description of Model -- 10.6.Summary -- 11.1.Introduction -- 11.2.Results of Base-isolated Coupled Buildings -- 11.2.1.Results of Response Analysis in the Longitudinal Direction -- 11.2.2.Results of Response Analysis in Transverse and Vertical Directions -- 11.3.Parametric Study of Base isolated Buildings -- 11.3.1.Effect of Gap Distance -- 11.3.2.Effect of Storey Mass -- 11.3.3.Effect of Structural Stiffness -- 11.3.4.Effect of Friction Coefficient -- 11.4.Results of Fixed Buildings for SSI Effects -- 11.5.Results of Adjacent Buildings Connected with Control Systems -- 11.5.1.Results of Adjacent Buildings Connected with Viscous Dampers -- 11.5.2.Results of Adjacent Buildings Connected with Active Viscous Dampers -- 11.5.3.Results of Adjacent Buildings Connected with MR Dampers -- 11.6.Summary -- References -- Appendix A.1 The Design Data -- Appendix A.2 Material Properties -- Appendix A.3 Gravity Load Calculations for Examples -- Appendix A.4 Slab Load Calculations and Beam-frame Load Calculations for All Examples in Chapter 7 -- Appendix A.5 Seismic Weight of the Floors for Examples.
Summary
"This book introduces important concepts in the study of earthquakes as they relate to the retrofitting of structures to be earthquakeresistant. It investigates the pounding effects for base isolated buildings, the soil structure interaction effects on adjacent buildings considering impact effect and the seismic protection of adjacent buildings, and the mitigation of earthquake induced vibration of two adjacent structures. These concepts include a new understanding of controlled systems with passive-active dampers and semiactive dampers. The passive control strategy of coupled buildings is investigated for seismic protection in comparison to active and semi-active control strategies."--Provided by publisher.
Subject(s)
Genre(s)
ISBN
9781351200868 (e-book : PDF)
9781351200875 (e-book)
9781351200844 (e-book: Mobi)
9781351200851 (e-book)
Note
"A Science Publishers Book."
Bibliography Note
Includes bibliographical references and index.
Other Forms
Also available in print format.
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