Dynamic Torsional Response of Symmetric Structures
Torsion of Reinforced Concrete -A Historical Overview
The story of torsion of reinforced concrete must start with the French professor, C. L. Navier. In his landmark book (Navier, 1826) he rigorously derived the first rational theory for...
Overview of Structural Behavior of Members Subjected to Torsion
The torsion strength of concrete beams depends on many factors, such as the amount of reinforcement, the volumetric ratios of longitudinal and transverse steel bars, the concrete strength,...
Advances in Analytical Modeling of Torsional Members
The basic formula for calculating the torsional strength of reinforced concrete members was developed by Rausch (1929) using the space truss concept. Unfortunately, Rausch's equation may...
Members Subjected to Torsion Combined with Other Actions
The combination of torsion with bending and shear (T-M-V) in members with both transverse and longitudinal reinforcement is the most commonly encountered combination in practical cases....
Detailing and Design Examples for Torsional Members
The nature of the internal force flow in a concrete member subject to torsion brings about both longitudinal and transverse force components. The resulting tension brought about by the...
Effect of Concrete Strength on the Behavior of RC Beams Subjected to Pure Torsion
Seismic Control of Asymmetric Structures
Torsion in Earthquake Excited Structures
Limitation of Static Torsional Provisions
Torsion in Earthquake Response and Design of Buildings
Energy Based Approach to Earthquake Response of Asymmetric Systems
Assessments of Lateral and Torsional Structural Responses Induced by Incoherent Ground Motions
A New Analysis Procedure for Accidental Torsion
Seismic Design Based on Inelastic Dynamic Analysis
Refined Plasticity Models for Steel Frame Analysis
On the Evolution of Torsion Texture and Yield Loci in F.C.C. Polycrystals with the Taylor Model: A Comparative Study of Hardening Theories
Modelling Stress State-Dependent Deformation Behavior of Polycrystalline Metals
Anisotropic Viscoplastic Model at Large Deformations
Criteria for Acceptable Wind-Induced Motions
This paper discusses criteria for evaluating acceptable wind-induced building motions. The paper draws on the results of moving room experiments and the performance of actual buildings...
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