Experimental Study of a Self-Centering Damper with Multistage Energy-Dissipation Mechanism

2024-11-1

Shear Strength Estimation of Nonseismically Designed Exterior Beam–Column Joints Strengthened with Unsymmetrical Chamfers

2024-11-1

Reliability Bases for Tornado Load Criteria for ASCE Standard 7-22

2024-11-1

Numerical Investigation of Fully Grouted Reinforced Concrete Masonry Walls under Bidirectional Loading: In-Plane Capacity Reduction due to Out-of-Plane Loading

2024-11-1

Development of Circular Multicell Double-Skin Tubular Columns: Testing and Improved Axial Performance

2024-11-1

Quantifying Hybrid Failure Modes of Unreinforced Masonry Walls through Experimental Data Analysis

2024-11-1

Evaluation of RC Special Structural Walls Reinforced with Cold-Rolled Ribbed Steel Bar Welded Mesh under Axial and Lateral Loads

2024-11-1

Local Buckling Behavior of Hybrid Steel I-Sections under Uniform Bending: Moment-Rotation Characteristic

2024-11-1

Evaluation of Key Performance Aspects of a Novel Precast Noise Barrier Wall System Based on Nonlinear Finite-Element Simulations

2024-11-1

Probabilistic Comparative Assessment of Structural Cement Composite Compressive Strength–Porosity Models

2024-11-1

Buckling and Critical Temperature Prediction Formulas of Restrained H-Section Steel Columns in Fire

2024-11-1

Structural Performance of Cold-Formed Steel Unstiffened and Edge-Stiffened Channel Section Beams

2024-11-1

Shear-Enhanced Gradient Inelastic Force-Based Frame Element Formulation for Analysis of Shear-Critical Reinforced Concrete Members

2024-11-1

Seismic Performance of Highly Eccentric Reinforced Concrete Beam–Column Joints

2024-11-1

SLaMA-Based Retrofit of RC Frame Buildings Using Alternative Bracing Systems

2024-11-1

Data Set for Fire-Induced Collapse Test on an Existing Building with a Truss Roof

2024-10-1

Development of Aseismic Column with Self-Centering Capacity Only during Restoration

2024-10-1

Real-Time Aeroelastic Hybrid Simulation Method for a Flexible Bridge Deck Section Model

2024-10-1

Theoretical Axial and Lateral Stress–Strain Model for Steel Tube–Reinforced Concrete Column

2024-10-1

Tests on Cold-Formed Steel Laced Stub Columns: Axial Strength and Stability Characteristics

2024-10-1

Three-Dimensional Digital Documentation of Tornado-Damaged Heritage Buildings

2024-10-1

In-Plane Stability Analysis of Circular Box Arches with Sinusoidal Corrugated Webs

2024-10-1

Optimization-Based Analysis of Diagonal Tension Failure of Reinforced Concrete Dapped-End Beams

2024-10-1

Cyclic Behavior of Steel Tube-Confined Circular RC Columns under High Axial Load

2024-10-1

Equivalent Viscous Damping for Dual Frame-Wall Resilient System

2024-10-1

Identification of Modal Properties of a Tall Glue-Laminated Timber Frame Building under Long-Term Ambient Vibrations and Forced Vibrations

2024-10-1

Wind-Induced Response and Equivalent Static Wind Loads on Single-Layer Saddle-Shaped Shells

2024-10-1

Numerical Parametric Study on Structural Response of Drilled Shaft Footings Subjected to Concentric Axial Force

2024-10-1

Experimental Investigation of Confined Masonry Walls with Openings

2024-10-1

Post-Fire Behavior of Cold-Formed Steel Semi-Oval Hollow Stub Columns

2024-10-1

Implementation of Cold-Formed Steel Stress–Strain Relationships Using Limited Available Material Parameters

2024-10-1

Temperature Effect on Seismic Responses of SMA Knee-Braced Frames

2024-10-1

Cyclic Tension–Compression Behaviors of Large-Dimensional Superelastic Shape Memory Alloy Buckling-Restrained Plates

2024-10-1

Full-Scale Testing of Two-Tiered Steel Buckling-Restrained Braced Frames

2024-10-1

Study of Fire Resistance and Flexural Capacity of EEBM Connections under Postearthquake Fire

2024-10-1

Postfire Seismic Responses of High-Strength RC Columns: Experiments and Simulations

2024-10-1

Structural Investigation of Shear Performance of Square CFST Column Joints with Extended Hollo-Bolts

2024-10-1

Erratum for “Full-Scale Seismic Performance Testing of a Predamaged Two-Story Traditional Timber Frame on a Slope Reinforced Using Viscoelastic Dampers”

2024-10-1

Design of Gusset Plates and Interface Welds of SCBF Systems with Braces Buckling In-Plane

2024-10-1

Earthquake Resilience of Spatially Distributed Building Clusters: Methodology and Application

2024-10-1

Semiempirical Equations to Evaluate Maximum Deflection in RC Beam and Column under Fire

2024-10-1

Development of Novel Buckling-Restrained Steel Braces Enabled by Partial Induction Hardening

2024-10-1

Framework for Seismic Risk Analysis of Engineering Structures Considering the Coupling Damage from Multienvironmental Factors

2024-10-1

Seismic Performance Assessment of Wood Light-Frame Shearwalls Using the Performance-Based Unified Procedure

2024-9-14

Development and Experimental Validation of a Timber Beam-to-Steel Column Connection with Replaceable U-Shaped Fuses

2024-9-12

Wedging Model of Compressive Membrane Action for a Conical-Fan Failure Mode in a Reinforced Concrete Plate with In-Plane Restraint

2024-9-11

Simplified Methods for Predicting the Pushover Response of a Hybrid Steel Braced Frame with Concentric and Eccentric Connections

2024-9-1

Shear Behavior of Y-Shaped Perfobond Rib Shear Connector with UHPC Grout

2024-9-1

Fragility-Based Optimal Design of Friction Pendulum Bearings in Seismically Isolated Liquid-Storage Tanks

2024-9-1

Safe Seismic Design of Intermediate Precast Shear Wall System

2024-9-1