Simulating the Seismic Response of Concentrically Braced Frames Using Physical Theory Brace Models

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Open Journal of Civil Engineering

ISSN Print: 2164-3164
ISSN Online: 2164-3172
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"Simulating the Seismic Response of Concentrically Braced Frames Using Physical Theory Brace Models"
written by Liang Chen, Lucia Tirca,
published by Open Journal of Civil Engineering, Vol.3 No.2A, 2013

has been cited by the following article(s):

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[3]	Avaliação da capacidade resistente em regime elástico-plástico de cantoneiras metálicas através de modelos de fibras
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[4]	Modeling sensitivity analysis of special concentrically braced frames under short and long duration ground motions
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[5]	Seismic Behavior of Special Concentric Braced Frames under Long Duration Ground Motions
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[6]	Seismic collapse assessment of double-layer barrel vault roofs with double-layer vertical walls
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[7]	Modeling Sensitivity Analysis oF Concentrically Braced Frames under Short and Long Duration Ground Motions
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[8]	Loading patterns for the estimation of seismic response of double-layer barrel vaults with vertical double-layer walls
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[9]	Cyclic behavior and finite element modeling of wide flange steel bracing members
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[11]	Parametric study of the inelastic model of steel braces
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[13]	Conception parasismique des diagonales et assemblages pour les contreventements en acier avec assemblages boulonnés en cisaillement simple
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[14]	Intermediate HSS bracing members during seismic excitations: modeling, design, and behavior
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[15]	Validation of Fiber-Based Distributed Plasticity Approach for Steel Bracing Models
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[16]	ESTUDIO PARAMÉTRICO DEL MODELADO INELÁSTICO DE CONTRAVIENTOS DE ACERO
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[17]	Seismic Performance Assessment of Multitiered Steel Concentrically Braced Frames Designed in Accordance with the 2010 AISC Seismic Provisions
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[18]	SIMPLIFIED NUMERICAL MODELING OF ELEVATED SILOS FOR NONLINEAR DYNAMIC ANALYSIS
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[19]	Amélioration du comportement sismique des assemblages à cisaillement simple des contreventements concentriques en X en acier de construction conventionnelle ( …
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[20]	Amélioration du comportement sismique des assemblages à cisaillement simple des contreventements concentriques en X en acier de construction conventionnelle …
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[21]	Concentric tubular steel braces subjected to seismic loading: Finite element modeling
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[22]	Respuesta inelástica de edificios regulares estructurados con marcos dúctiles de acero con contraventeo excéntrico
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[23]	ANÁLISIS SÍSMICO NO LINEAL DE MARCOS ARRIOSTRADOS CONCÉNTRICOS EN UN EDIFICIO INDUSTRIAL MINERO
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[24]	Numerical Simulation of Special Concentrically Braced Frame Structure using OpenSEES
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[25]	Seismic Fragility Assessment of Pre-and Post-Retrofit 1980s Concentrically Braced Frame Office Buildings in Moderate Seismic Zones
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[26]	The Effects of Diaphragm Flexibility on the Seismic Response of One-Storey Steel Buildings
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[1]	Numerical 3D Finite Element Assessment of Bending Moment-Resisting Frame Equipped with Semi-Disconnected Steel Plate Shear Wall and Yielding Plate Connection Metals, 2021 DOI:10.3390/met11040604

[2]	Seismic collapse assessment of double-layer barrel vault roofs with double-layer vertical walls Advances in Structural Engineering, 2019 DOI:10.1177/1369433219852056

[3]	Analytical study on seismic behavior of proposed hybrid tension-only braced frames The Structural Design of Tall and Special Buildings, 2017 DOI:10.1002/tal.1310

[4]	Intermediate HSS bracing members during seismic excitations: modeling, design, and behavior Frontiers of Structural and Civil Engineering, 2017 DOI:10.1007/s11709-016-0375-5

[5]	Cyclic behavior and finite element modeling of wide flange steel bracing members Thin-Walled Structures, 2017 DOI:10.1016/j.tws.2016.11.006

[6]	Seismic Performance Assessment of Multitiered Steel Concentrically Braced Frames Designed in Accordance with the 2010 AISC Seismic Provisions Journal of Structural Engineering, 2016 DOI:10.1061/(ASCE)ST.1943-541X.0001561

[7]	Concentric tubular steel braces subjected to seismic loading: Finite element modeling Journal of Constructional Steel Research, 2015 DOI:10.1016/j.jcsr.2014.10.013

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