Data for: Analysis of Reinforced Concrete Coupled Structural Walls Via the Beam-Truss Model

Mendeley Data2020-07-03 更新2026-04-09 收录

钢筋混凝土

力学模拟

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OpenSees Models - Analysis of Reinforced Concrete Coupled Structural Walls Via the BTM

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2020-07-03

Analysis of the assessment methods of reinforced concrete beams in fire conditions proposed by NBR 15200

钢筋混凝土

火灾评估

Abstract In Brazil, reinforced concrete structures designed based on NBR 6118 [1] must be assessed in fire conditions through NBR 15200 [2], which proposes multiple test methods. Concerning beams, thi

DataCite Commons2020-08-27 更新120

Structural Behavior of RC Beams Containing a Pre- Diagonal Tension Crack

钢筋混凝土

断裂力学

Abstract This study focuses the light on the shear behavior of pre-cracked beams, and examines the feasibility of applying fracture mechanics concepts to widen the understanding of shear behavior and

DataCite Commons2021-03-26 更新80

Numerical analysis of RC plane structures: a concentrated nonlinear effect approach

钢筋混凝土

结构有限元仿真

Abstract The present work aims to study the nonlinear behavior of reinforced concrete structures via Refined Plastic Hinge Method (RPHM). Pseudo-springs are used at the finite element ends, where the

Figshare2018-04-01 更新20

Circular Column C2_P - Biaxial Bending + Axial Force + Biaxial P-delta effects+ Torsion

钢筋混凝土

结构性能测试

16" reinforced concrete column tested on shake table with the Bidirectional Mass Rig (BMR). This column was tested with axial force and p-delta effects. The ground motions input were from the Petro

DataCite Commons2020-08-02 更新110

Data presented in the paper "A viscoplasticity model with an invariant-based non-Newtonian flow rule for unidirectional thermoplastic composites"

材料科学

力学模拟

LaTeX files with the data that are used to make the plots in the paper. A transversely isotropic viscoplasticity model for simulating strain-rate dependent plasticity and creep in unidirectional therm

DataCite Commons2025-09-23 更新50

Data for: Analysis of Reinforced Concrete Coupled Structural Walls Via the Beam-Truss Model

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