| An Improved Algorithm for Selecting Ground Motions to Match a Conditional Spectrum |
25 |
| Earthquake-Induced Damage Detection in a Monumental Masonry Bell-Tower Using Long-Term Dynamic Monitoring Data |
17 |
| Seismic Reliability of Code-Conforming Italian Buildings |
17 |
| Distributed Tuned Mass Dampers for Multi-Mode Control of Benchmark Building under Seismic Excitations |
13 |
| Seismic Performance Assessment of Non-Compliant SMRF-Reinforced Concrete Frame: Shake-Table Test Study |
11 |
| Shear Modulus and Damping Ratio of Sand-Gravel Mixtures Over a Wide Strain Range |
10 |
| Smart Lead Rubber Bearings Equipped with Ferrous Shape Memory Alloy Wires for Seismically Isolating Highway Bridges |
9 |
| Scalar Structure-Specific Ground Motion Intensity Measures for Assessing the Seismic Performance of Structures: A Review |
9 |
| Critical Issues on Probabilistic Earthquake Loss Assessment |
9 |
| Parameterized Seismic Fragility Curves for Curved Multi-frame Concrete Box-Girder Bridges Using Bayesian Parameter Estimation |
9 |
| Comparative Seismic Risk Assessment of Basilica-type Churches |
9 |
| Cost-Benefit Analysis of Alternative Retrofit Strategies for RC Frame Buildings |
8 |
| Masonry Italian Code-Conforming Buildings. Part 2: Nonlinear Modelling and Time-History Analysis |
8 |
| The Numerical Study of Base-Isolated Buildings Under Near-Field and Far-Field Earthquakes |
8 |
| Development and Seismic Behavior of Precast Concrete Beam-to-Column Connections |
7 |
| Inelastic Displacement Ratios for Nonstructural Components Subjected to Floor Accelerations |
7 |
| Critical Assessment of Intensity Measures for Seismic Response of Italian RC Bridge Portfolios |
7 |
| Modeling Techniques for the Seismic Assessment of the Existing Italian RC Frame Structures |
7 |
| Modeling and Seismic Response Analysis of Italian Code-Conforming Reinforced Concrete Buildings |
7 |
| Experimental dynamic response of spherical friction-based isolation devices |
6 |
| Damage to Cultural Heritage Structures and Buildings Due to the 2015 Nepal Gorkha Earthquake |
6 |
| Performance-based Seismic Design of a Pendulum Tuned Mass Damper System |
6 |
| Effects of Geometrical Features on the Seismic Response of Historical Masonry Towers |
6 |
| Tuned Mass Damper Positioning Effects on the Seismic Response of a Soil-MDOF-Structure System |
6 |
| Experimental Study on the Seismic Performance of Superimposed RC Shear Walls with Enhanced Horizontal Joints |
6 |
| IBEM for Impedance Functions of an Embedded Strip Foundation in a Multi-Layered Transversely Isotropic Half-Space |
6 |
| Seismic infill?frame interaction of masonry walls partitioned with horizontal sliding joints: analysis and simplified modeling |
5 |
| Improved Explicit Integration Algorithms for Structural Dynamic Analysis with Unconditional Stability and Controllable Numerical Dissipation |
5 |
| Investigation of the Seismic Behavior of a Historical Masonry Minaret Considering the Interaction with Surrounding Structures |
5 |
| Evaluation of 2D Seismic Site Response due to Hill-Cavity Interaction Using Boundary Element Technique |
5 |
| Cyclic Performance of an Elliptical-Shaped Damper with Shear Diaphragms in Chevron Braced Steel Frames |
5 |
| Seismic Retrofitting of Non-Seismically Designed RC Beam-Column Joints using Buckling-Restrained Haunches: Design and Analysis |
5 |
| The Coupled Influence of Relative Density, CSR, Plasticity and Content of Fines on Cyclic Liquefaction Resistance of Sands |
5 |
| Experimental Study of Large Area Suspended Ceilings |
5 |
| Experimental Investigation on Steel W-Shaped Folded Plate Dissipative Connectors for Horizontal Precast Concrete Cladding Panels |
5 |
| Fragility Curves for RC Frames Subjected to Tohoku Mainshock-Aftershocks Sequences |
5 |
| Seismic Assessment of a Monumental Building through Nonlinear Analyses of a 3D Solid Model |
5 |
| Modelling and Seismic Response Analysis of Italian Code-Conforming Base-Isolated Buildings |
5 |
| Modelling Uncertainties of Italian Code-Conforming Structures for the Purpose of Seismic Response Analysis |
5 |
| Experimental Investigation of Exterior Unreinforced Beam-Column Joints with Plain and Deformed Bars |
4 |
| Design and Retrofit of Multistory Frames with Elastic-Deformable Viscous Damping Braces |
4 |
| Inherent Characteristics of 2D Alluvial Formations Subjected to In-Plane Motion |
4 |
| Experimental and Numerical Investigation of IPE Reduced Beam Sections with Diagonal Web Stiffeners |
4 |
| A High-Performance Quadrilateral Flat Shell Element for Seismic Collapse Simulation of Tall Buildings and Its Implementation in OpenSees |
4 |
| Investigation of the Consequences of Mounting Laying Defects for Curved Surface Slider Devices under General Seismic Input |
4 |
| Analytical Fragility Curves for a Class of Horizontally Curved Box-Girder Bridges |
4 |
| A Ground Motion Record Selection Approach Based on Multiobjective Optimization |
4 |
| Modeling and Seismic Response Analysis of RC Precast Italian Code-Conforming Buildings |
4 |
| Empirical Correlations of Frequency-Content Parameters of Ground Motions with Other Intensity Measures |
4 |
| Controlled Rocking CLT Walls for Buildings in Regions of Moderate Seismicity: Design Procedure and Numerical Collapse Assessment |
4 |
