| Ground Motions for Performance-Based Earthquake Engineering | |
| Mapping Seismic Hazard for the Needs of Displacement-Based Design: The Case of Italy | p. 3 |
| Some Examples of 1D, Fully Stochastic Site Response Analyses of Soil Deposits | p. 15 |
| Evaluation of the Coherence of Strong Ground Motions Using Wavelet Analysis | p. 27 |
| Real, Scaled, Adjusted and Artificial Records: A Displacement and Cyclic Response Assessment | p. 39 |
| Theoretical Consistency of Common Record Selection Strategies in Performance-Based Earthquake Engineering | p. 49 |
| Long-Period Earthquake Ground Motion: Recent Advances and Observations from the April 6 2009, Mw6.3 L'Aquila Earthquake, Italy | p. 59 |
| Uncertainty in Nonlinear SDoF Response Due to Long-Period Noise of Accelerograms | p. 69 |
| Are Current Design Spectra Sufficient for Soil-Structure Systems on Soft Soils? | p. 79 |
| Elastic Demand Spectra | p. 89 |
| Performance-Based Seismic Design and Retrofitting - Methodologies | |
| A Dynamic Macro-Element for Performance-Based Design of Foundations | p. 103 |
| New Concept on Fail-Safe Design of Foundation Structure Systems Insensitive to Extreme Motions | p. 113 |
| Performance-Based Seismic Design of Tall Buildings in the Western United States | p. 125 |
| Introduction to a Model Code for Displacement-Based Seismic Design | p. 137 |
| A Performance-Based Seismic Design Procedure for 3D R/C Buildings, Explicitly Accounting for Deformation Control | p. 149 |
| A New Seismic Design Method for Steel Structures | p. 161 |
| Significance of Modeling Deterioration in Structural Components for Predicting the Collapse Potential of Structures Under Earthquake Excitations | p. 173 |
| Enhanced Building-Specific Seismic Performance Assessment | p. 183 |
| A Damage Spectrum for Performance-Based Design | p. 193 |
| Construction of Response Spectra for Inelastic Asymmetric-Plan Structures | p. 203 |
| Multi-Mode Pushover Analysis with Generalized Force Vectors | p. 213 |
| A Practice-Oriented Approach for Probabilistic Seismic Assessment of Building Structures | p. 225 |
| Direct Probability-Based Seismic Design of RC Buildings | p. 235 |
| Probabilistic Models for Visual Damage | p. 245 |
| Performance-Based Seismic Design and Retrofitting - Implementation | |
| Dual Flexural Plastic Hinge Design for Reducing Higher-Mode Effects on High-Rise Cantilever Wall Buildings | p. 257 |
| High Seismic Performance Systems for Steel Structures | p. 267 |
| Performance-Based Seismic Design and Experimental Evaluation of Steel MRFs with Compressed Elastomer Dampers | p. 277 |
| Performance-Based Design of Self-Centering Steel Frame Systems | p. 287 |
| Damage-Control Self-Centering Structures: From Laboratory Testing to On-site Applications | p. 297 |
| Seismic Design of Plane Steel Frames Using Modal Strength Reduction (Behaviour) Factors | p. 309 |
| Recent Advances in Seismic Isolation: Methods and Tools | p. 319 |
| Modal Analysis of Isolated Bridges with Transverse Restraints at the End Abutments | p. 331 |
| Benefit-Cost Evaluation of Seismic Risk Mitigation in Existing Non-ductile Concrete Buildings | p. 341 |
| Seismic Retrofit of Non-ductile Reinforced Concrete Frames Using Infill Walls as a Rocking Spine | p. 349 |
| Deformation Capacity of Lightly Reinforced Concrete Members - Comparative Evaluation | p. 359 |
| The Effect of Displacement History on the Performance of Concrete Columns in Flexure | p. 373 |
| Innovative Seismic Retrofitting of RC Columns Using Advanced Composites | p. 383 |
| Optimum Partial Strengthening for Improved Seismic Performance of Old Reinforced Concrete Buildings with Open Ground Story | p. 395 |
| Advanced Seismic Testing for Performance-Based Earthquake Engineering | |
| Role and Application of Testing and Computational Techniques in Seismic Engineering | p. 407 |
| Reliability Assessment in Pseudo-Dynamic and Dynamic Tests | p. 419 |
| Dynamic Interaction Between the Shaking Table and the Specimen During Seismic Tests | p. 431 |
| Frameworks for Internet Online Hybrid Test | p. 441 |
| Large Scale Seismic Testing of Steel-Framed Structures at NCREE | p. 451 |
| Large Scale Shaking Table Tests for High-Rise Buildings: New Projects of E-Defense | p. 461 |
| Verification Through Shaking Table Testing of EC8-Based Assessment Approaches Applied to a Building Designed for Gravity-Loads | p. 471 |
| Index | p. 483 |
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