Table of Contents

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   Book Overview
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   Chapter 1 Simplified Evaluation of the Additional Shear Demand Due to Masonry Infills
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   Chapter 2 Uniaxial Material-Models for Column Base Connections and Their Application in Nonlinear Time History Analyses
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   Chapter 3 Improved Bouc-Wen Model Implementation in OpenSees
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   Chapter 4 Numerical Investigation of the Seismic Performance of RC Columns and Entire Buildings Including Second Order Effects
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   Chapter 5 Modelling of a Novel Lead Damper and Application to an Existing RC Structure
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   Chapter 6 Sensitivity Analysis and Bayesian Calibration of OpenSees Models Using quoFEM
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   Chapter 7 Calibration of Material Parameters for the Chang-Mander Model for Unconfined Concrete
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   Chapter 8 OpenSeesPy-Based Web Application for Pushover Curve Computation of RC Bridge Piers Subject to Arbitrarily Non-uniform Corrosion Patterns
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    Chapter 9 On the Seismic Protection of Existing Structures: A Large-Scale Modelling of Nonlinear Soil-Structure-TMD Interaction
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    Chapter 10 Nonlinear Analysis of Coupled Building-Foundation System Subjected to Lateral Loading Condition
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    Chapter 11 A Simplistic Approach for Calibrating Experimental Cyclic Responses of RC Bridge Piers
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    Chapter 12 On the Seismic Design of Ductile RC Buildings Considering Soil-Structure Interaction Effects
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    Chapter 13 Implementation and Performance of Bell-Shaped Damping Model
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    Chapter 14 Implementation into OpenSees of XFEM for Analysis of Crack Propagation in Brittle Materials
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    Chapter 15 Refined Numerical Modelling of Steel Storage Tanks Implementing Sliding Isolators
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    Chapter 16 Calibration of Constitutive Models for Tailings Material with OpenSees
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    Chapter 17 Static and Dynamic Loads on a Shallow Circular Tunnel: Practical Design Considerations
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    Chapter 18 Seismic Performance of Steel Racks Under Varying Pallet Load Distributions
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    Chapter 19 Monte Carlo and Subset Simulations-Based Reliability Analysis of Composite Frames Using OpenSees
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    Chapter 20 Comparative Study Considering Spatial Influence on the Pushover Behaviour of the Bridge Abutment
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    Chapter 21 Seismic Response Analysis of Knee-Braced Steel Frames Using Ni-Ti Shape Memory Alloys (SMAs)
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    Chapter 22 Enhancing Seismic Performance of Semi-rigid Connection Using Shape Memory Alloy Bolts Considering Nonlinear Soil–Structure Interaction
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    Chapter 23 Fiber-Based Modeling and Analysis of Deteriorated Reinforced Concrete Heritage Structures: The Case Study of “Palazzetto Dello Sport” by Pier Luigi Nervi
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    Chapter 24 Energy Characterization Through OpenSees Nonlinear Simulation of Shear Walls Without Confined Boundary Zones
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    Chapter 25 Numerical Modeling of Masonry Infills in RC Frames Subjected to In-Plane Cyclic Loading: Comparison Analysis Between Different Materials in OpenSees
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    Chapter 26 Mixed Element Method for Progressive Collapse Analysis: Method Description and Verification
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    Chapter 27 LiqNumeric. A GUI-Based MATLAB Code for Estimating the Dynamic Behavior of no Cohesive Soils Under Seismic Excitations
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    Chapter 28 Effect of Soil Material Uncertainty on Seismic Response of Medium-Rise RC Frames Considering Soil-Structure Interaction
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    Chapter 29 A Web-Based Graphical User Interface for Some Opensees Commands
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    Chapter 30 Implementation and Use of the Bounding Surface Plasticity Geomaterial NTUASand02
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    Chapter 31 A Step Towards a Unified Analysis of Soil-Structure Interaction Problems of Steel Strategic Structures
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    Chapter 32 Soil-Structure Interaction Induced Modification on the Natural Period of Reinforced Concrete Buildings
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    Chapter 33 Probabilistic Fragility Analysis of Smart Steel Moment-Resisting Frame Structure Subjected to Intentional Blast Loading
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    Chapter 34 Modelling Nonlinear Static Analysis for Soil-Structure Interaction Problems
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    Chapter 35 Nonlinear Modeling of Midrise Cross-Laminated Timber Buildings Through Parallel and Sequential Computing Techniques
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    Chapter 36 Thermodynamic-Based Macroelement Approach for Dynamic Analysis of Soil-Structure Systems
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    Chapter 37 Macro-modelling of the Three-Dimensional Interaction Between the Faces of a Steel Tubular Column Joint
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    Chapter 38 Integration of OpenSees Data Models in 3D WebGIS for Bridge Monitoring
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    Chapter 39 Structural Damage Characterization via Energy-Based Limit State Definition
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    Chapter 40 Fragility-Based Analysis of Topologically Optimized Timber Building
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    Chapter 41 Friction-Based Energy Dissipation Efficiency of Thermal Elastomeric Bearings Effect on Seismic Vulnerability of Ordinary Bridge Substructure
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    Chapter 42 Large Rotations of Bamboo Strips: Experiments and Modeling in OpenSeesPy