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Summary
Summary
This book aims to provide a powerful tool for both under- and post-graduate students as well as for structural designers, one that will enrich their knowledge and help them achieve a sound conception of and insight into seismic design of concrete buildings.
Author Notes
Liviu Crainic is Professor of Reinforced Concrete Structures at the Technical University of Civil Engineering Bucharest-Romania. He has authored several books on structural dynamics and (reinforced) concrete and is the author of several papers published in professional journals and of numerous reports presented to professional meetings. In addition to his academic experience, his non-academic experience includes structural design work with direct contribution to the design of numerous reinforced concrete structures (multistory buildings, industrial buildings, water towers, tanks, silos) and to assessment and the redesigning of earthquake-damaged reinforced concrete structures. Mihai Munteanu is Associate Professor of Reinforced Concrete Structures Department at the Technical University of Civil Engineering Bucharest-Romania. He has a strong background in structural design, and has amassed more than 25 years of experience in the field of Structural Design Projects, Certified Checking and Technical Expert Review, in creating computer programs for the structural analysis of reinforced concrete sections and parts of structures. Last but not least, he has more than 25 years' experience educating and counseling new generations of structural engineers.
Table of Contents
Editorial | p. ix |
About the Book Series Editor | p. xi |
Preface | p. xiii |
Notations | p. xv |
About the Authors | p. xix |
Chapter 1 Introduction | p. 1 |
1.1 General | p. 1 |
1.2 Behavior Peculiarities | p. 2 |
1.3 Structural Modeling | p. 3 |
1.4 Design Codes | p. 5 |
1.5 Content of the Book | p. 6 |
Conclusions | p. 6 |
Chapter 2 Constitutive Laws | p. 7 |
2.1 General Considerations | p. 7 |
2.2 Constitutive Laws for Reinforced Concrete Components | p. 10 |
2.2.1 Concrete | p. 10 |
2.2.2 Reinforcing Steel | p. 12 |
2.3 Constitutive Laws for Reinforced Concrete Sections | p. 15 |
2.3.1 General | p. 15 |
2.3.2 Moment-Curvature Relationships for Sections with Pure Bending | p. 16 |
2.3.3 Moment-Curvature Relationships for Eccentrically Compressed Members | p. 20 |
2.3.4 Moment-Curvature Relationships for Sections Subjected to Reversal Loading | p. 21 |
2.4 Constitutive Laws for Reinforced Concrete Members | p. 23 |
2.4.1 General Considerations | p. 23 |
2.4.2 Types of R/C Members According to Their Behavior up to the Failure | p. 24 |
2.4.3 Force-Deflection Relationship for a Reinforced Concrete Cantilever. Notion of "Plastic Hinge" (elements with "concentrated" inelasticity) | p. 26 |
2.4.4 Elements with Distributed Inelasticity | p. 30 |
2.4.5 Behavior of Elements with High Shear | p. 31 |
2.4.6 Elements Subjected to Reversal Loading | p. 33 |
2.4.7 Computer Models for R/C Members | p. 34 |
Numerical Examples | p. 38 |
Conclusions | p. 48 |
Chapter 3 Behavior and Analysis of Reinforced Concrete Structures under Static Loads | p. 49 |
3.1 Behavior of Reinforced Concrete Structures under Monotonic Loads | p. 49 |
3.2 Methods for Static Analysis of Reinforced Concrete Structures | p. 51 |
3.2.1 Static Elastic Analysis | p. 52 |
3.2.2 Static Post-Elastic ("Pushover") Analysis | p. 53 |
3.2.3 Post-Elastic Analysis through "Limit Equilibrium" | p. 56 |
3.2.4 Rotation of Plastic Hinges | p. 59 |
3.3 Post-Elastic Analysis of Reinforced Concrete Structures through Adjustment of Elastic Moments | p. 61 |
Numerical Examples | p. 62 |
Conclusions | p. 66 |
Chapter 4 Seismic Analysis and Design Methods for Reinforced Concrete Structures | p. 67 |
4.1 General Considerations | p. 67 |
4.2 Seismic Action | p. 67 |
4.3 Seismic Design Philosophy | p. 70 |
4.4 Specific Requirements for Structures Subjected to High Intensity Seismic Actions | p. 71 |
4.5 Analysis and Design Based on Equivalent Seismic Force | p. 73 |
4.6 Post-Elastic Static (Pushover) Analysis to Seismic Actions | p. 76 |
4.6.1 General Considerations | p. 76 |
4.6.2 "Classical" (conventional) Pushover Seismic Analysis | p. 77 |
4.6.3 Advanced Procedures for Pushover Seismic Analysis | p. 80 |
4.7 Dynamic Post-Elastic Analysis of Single-Degree-of-Freedom Systems. Inelastic Spectra | p. 82 |
4.8 Dynamic Post-Elastic Analysis of Multi-Degree-of-Freedom Systems | p. 87 |
4.9 Performance-Based Design | p. 88 |
Conclusions | p. 91 |
Chapter 5 Structural Systems for Multistory Buildings | p. 93 |
5.1 Definitions | p. 93 |
5.2 Types of Superstructures | p. 94 |
5.2.1 Reinforced Concrete Frames | p. 94 |
5.2.2 Wall Systems | p. 96 |
5.2.3 Dual Systems | p. 97 |
5.2.4 Advantages and Disadvantages. Optimum Usage | p. 98 |
5.3 Structures with Controlled Seismic Response | p. 99 |
5.3.1 Systems of Base Isolation | p. 99 |
5.3.2 Damper Systems | p. 100 |
5.3.3 Systems with Tuned Mass | p. 100 |
5.4 Infrastructure | p. 100 |
Conclusions | p. 101 |
Chapter 6 Reinforced Concrete Frame Systems | p. 103 |
6.3 General Considerations | p. 103 |
6.2 Behavior of Reinforced Concrete Frames | p. 104 |
6.2.1 Behavior under Gravity Loads | p. 104 |
6.2.2 Seismic Behavior of Frames | p. 105 |
6.3 Analysis of Frame Structures | p. 109 |
6.3.1 Advanced and Simplified Analysis under Seismic Equivalent Forces | p. 109 |
6.3.2 Pushover Analysis | p. 111 |
6.3.3 Time-History Post-Elastic Analysis | p. 112 |
6.4 Seismic Design of Frame Structures | p. 113 |
6.4.1 Preliminary Design | p. 113 |
6.4.2 Steps of Proper Design | p. 115 |
6.5 Capacity Design Method | p. 116 |
6.6 Drift Control of Frames Subjected to Seismic Actions | p. 121 |
6.7 Local Ductility of Frame Components | p. 123 |
6.8 Beam-Column Joints | p. 127 |
6.9 Interaction Frames/Masonry Infill | p. 130 |
6.10 Infrastructures and Foundations | p. 134 |
6.10.1 General | p. 134 |
6.10.2 Infrastructure with Peripheral Walls | p. 135 |
6.10.3 Infrastructure Made by a System of Walls and Diaphragms | p. 138 |
6.11 Case Study | p. 139 |
6.11.1 General Layout. Input data | p. 139 |
6.11.2 Preliminary Design | p. 140 |
6.11.3 Structural Analysis and Design | p. 143 |
Conclusions | p. 147 |
Chapter 7 Structural Wall Systems | p. 149 |
7.1 General | p. 149 |
7.2 Types of Structural Walls | p. 150 |
7.3 Behavior of Wall Systems | p. 152 |
7.3.1 General | p. 152 |
7.3.2 Behavior of Cantilever Wall | p. 152 |
7.3.3 Coupled Wall Behavior | p. 153 |
7.3.4 Wall System Behavior | p. 158 |
7.4 Conceptual Design of Structural Wall Systems | p. 159 |
7.5 Analysis of Wall Systems | p. 163 |
7.5.1 Elastic analysis of Wall Systems | p. 163 |
7.5.2 Post-elastic Analysis of Wall Systems | p. 165 |
7.6 Simplified Analysis of Wall System | p. 166 |
7.6.1 General | p. 166 |
7.6.2 Coordinates of Rigidity Centre | |
7.6.3 Direct Effect of the Lateral Force (Effect of Translation) | p. 168 |
7.6.4 Effect of Rotation (General Twist) | p. 169 |
7.6.5 Systems with non-parallel components | p. 171 |
7.6.6 Special Analysis Issues | p. 175 |
7.7 Design and Detailing of Cantilever Wall | p. 176 |
7.7.1 General | p. 176 |
7.7.2 Flexural Design | p. 176 |
7.7.3 Design for Shear | p. 178 |
7.7.4 Stiffness | p. 179 |
7.7.5 Detailing | p. 180 |
7.8 Coupled Wall Design and Detailing | p. 181 |
7.9 Diaphragms | p. 185 |
7.10 Infrastructures and Foundations | p. 186 |
7.10.1 General | p. 186 |
7.10.2 Individual Foundations | p. 187 |
7.10.3 Infrastructures | p. 188 |
7.11 Case Study | p. 189 |
7.11.1 General | p. 189 |
7.11.2 Conceptual Design | p. 189 |
7.11.3 Preliminary Analysis and design | p. 190 |
7.11.4 Accurate Structural Analysis | p. 193 |
7.11.5 Design and Detailing | p. 194 |
Conclusions | p. 196 |
Chapter 8 Dual Systems | p. 197 |
8.1 General Considerations | p. 197 |
8.2 Behavior of Dual Systems | p. 198 |
8.3 Conceptual Design of Dual Systems | p. 200 |
8.4 Analysis, Design and Detailing of Dual Systems | p. 202 |
8.5 Infrastructures and Foundations | p. 203 |
8.6 Case Studies | p. 203 |
Conclusions | p. 221 |
Chapter 9 Observations on the Behavior of Reinforced Concrete Buildings during Earthquakes | p. 223 |
9.1 Buildings' Behavior | p. 223 |
9.2 Seismic Behavior of Frame Components | p. 227 |
9.3 Structural Walls | p. 231 |
9.4 Diaphragms | p. 234 |
Conclusions | p. 234 |
Chapter 10 Concluding Remarks and Recommendations | p. 235 |
References | p. 239 |
Subject index | p. 241 |
Structures and Infrastructures Series | p. 243 |