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Thermal performance of composite slabs with profiled steel decking exposed to fire effects

Fire safety journal, 2018-01, Vol.95, p.25-41

2018

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Peak Non-Gaussian Wind Effects for Database-Assisted Low-Rise Building Design

Journal of engineering mechanics, 2002-05, Vol.128 (5), p.530-539

2002

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Progressive Collapse Resistance of Steel-Concrete Composite Floors

Journal of structural engineering (New York, N.Y.), 2010-10, Vol.136 (10), p.1187-1196

2010

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Testing and Analysis of Steel and Concrete Beam-Column Assemblies under a Column Removal Scenario

Journal of structural engineering (New York, N.Y.), 2011-09, Vol.137 (9), p.881-892

2011

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Effect of alkali-silica reaction on the flexural behavior of beams with tensile lap splices

Engineering structures, 2024-03, Vol.303, p.117532, Article 117532

2024

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Progressive collapse analysis of seismically designed steel braced frames

Journal of constructional steel research, 2009-03, Vol.65 (3), p.699-708

2009

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Reduced-Order Modeling of Composite Floor Slabs in Fire. I: Heat-Transfer Analysis

Journal of structural engineering (New York, N.Y.), 2020-06, Vol.146 (6)

2020

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Evaluation and Enhancement of Robustness for Reinforced Concrete Buildings

Journal of structural engineering (New York, N.Y.), 2022-01, Vol.148 (1)

2022

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Reduced-Order Modeling of Composite Floor Slabs in Fire. II: Thermal-Structural Analysis

Journal of structural engineering (New York, N.Y.), 2020-06, Vol.146 (6)

2020

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Robustness of Composite Floor Systems with Shear Connections: Modeling, Simulation, and Evaluation

Journal of structural engineering (New York, N.Y.), 2008-11, Vol.134 (11), p.1717-1725

2008

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Modeling and Analysis of Single-Plate Shear Connections under Column Loss

Journal of structural engineering (New York, N.Y.), 2014-03, Vol.140 (3)

2014

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Performance of Steel Moment Connections under a Column Removal Scenario. I: Experiments

Journal of structural engineering (New York, N.Y.), 2013-01, Vol.139 (1), p.98-107

2013

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Improved calculation method for insulation-based fire resistance of composite slabs

Fire safety journal, 2019-04, Vol.105, p.144-153

2019

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Impact of variability in thermal properties of SFRM on steel temperatures in fire

Fire safety journal, 2021-07, Vol.123, p.103361, Article 103361

2021

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Performance of Steel Moment Connections under a Column Removal Scenario. II: Analysis

Journal of structural engineering (New York, N.Y.), 2013-01, Vol.139 (1), p.108-119

2013

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Performance of Precast Concrete Moment Frames Subjected to Column Removal: Part 2, Computational Analysis

PCI journal, 2017-09, Vol.62 (5)

2017

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Performance of Precast Concrete Moment Frames Subjected to Column Removal: Part 1, Experimental Study

PCI journal, 2017-09, Vol.62 (5)

2017

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Closure to “Progressive Collapse Resistance of Steel-Concrete Composite Floors” by Yasser Alashker, Sherif El-Tawil, and Fahim Sadek

Journal of structural engineering (New York, N.Y.), 2011-12, Vol.137 (12), p.1628-1629

2011

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A METHOD OF ESTIMATING THE PARAMETERS OF TUNED MASS DAMPERS FOR SEISMIC APPLICATIONS

Earthquake engineering & structural dynamics, 1997-06, Vol.26 (6), p.617-635

1997

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Semiactive Control Algorithms for Structures with Variable Dampers

Journal of engineering mechanics, 1998-09, Vol.124 (9), p.981-990

1998

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Overview of the Structural Design of World Trade Center 1, 2, and 7 Buildings: World Trade Center

Fire technology, 2013, Vol.49 (3), p.587-613

2013

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A METHOD OF ESTIMATING THE PARAMETERS OF TUNED MASS DAMPERS FOR SEISMIC APPLICATIONS

Earthquake engineering & structural dynamics, 1997-06, Vol.26 (6), p.617-635

1997

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Structural Analysis of Impact Damage to World Trade Center Buildings 1, 2, and 7: World Trade Center

Fire technology, 2013, Vol.49 (3), p.615-642

2013

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Structural Response of World Trade Center Buildings 1, 2 and 7 to Impact and Fire Damage: World Trade Center

Fire technology, 2013, Vol.49 (3), p.709-739

2013

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Sampling Errors in the Estimation of Peak Wind-Induced Internal Forces in Low-Rise Structures

Journal of engineering mechanics, 2004-02, Vol.130 (2), p.235-239

2004

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Buildings. Public Works
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Steel Structures
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Thermal performance of composite slabs with profiled steel decking exposed to fire effects

Peak Non-Gaussian Wind Effects for Database-Assisted Low-Rise Building Design

Progressive Collapse Resistance of Steel-Concrete Composite Floors

Testing and Analysis of Steel and Concrete Beam-Column Assemblies under a Column Removal Scenario

Effect of alkali-silica reaction on the flexural behavior of beams with tensile lap splices

Progressive collapse analysis of seismically designed steel braced frames

Reduced-Order Modeling of Composite Floor Slabs in Fire. I: Heat-Transfer Analysis

Evaluation and Enhancement of Robustness for Reinforced Concrete Buildings

Reduced-Order Modeling of Composite Floor Slabs in Fire. II: Thermal-Structural Analysis

Robustness of Composite Floor Systems with Shear Connections: Modeling, Simulation, and Evaluation

Modeling and Analysis of Single-Plate Shear Connections under Column Loss

Performance of Steel Moment Connections under a Column Removal Scenario. I: Experiments

Improved calculation method for insulation-based fire resistance of composite slabs

Impact of variability in thermal properties of SFRM on steel temperatures in fire

Performance of Steel Moment Connections under a Column Removal Scenario. II: Analysis

Performance of Precast Concrete Moment Frames Subjected to Column Removal: Part 2, Computational Analysis

Performance of Precast Concrete Moment Frames Subjected to Column Removal: Part 1, Experimental Study

Closure to “Progressive Collapse Resistance of Steel-Concrete Composite Floors” by Yasser Alashker, Sherif El-Tawil, and Fahim Sadek

A METHOD OF ESTIMATING THE PARAMETERS OF TUNED MASS DAMPERS FOR SEISMIC APPLICATIONS

Semiactive Control Algorithms for Structures with Variable Dampers

Overview of the Structural Design of World Trade Center 1, 2, and 7 Buildings: World Trade Center

A METHOD OF ESTIMATING THE PARAMETERS OF TUNED MASS DAMPERS FOR SEISMIC APPLICATIONS

Structural Analysis of Impact Damage to World Trade Center Buildings 1, 2, and 7: World Trade Center

Structural Response of World Trade Center Buildings 1, 2 and 7 to Impact and Fire Damage: World Trade Center

Sampling Errors in the Estimation of Peak Wind-Induced Internal Forces in Low-Rise Structures

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