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Elastic Lateral Torsional Buckling Resistance of I-Beams Strengthened with Side Plates
Publisher: American Society of Civil Engineers
Abstract: AbstractThe present study investigates the elastic lateral torsional buckling capacity for
steel I-beams strengthened with side plates. The provision of side plates near the
ends of a simply supported beam is intended to ...
Lateral and Transverse Stiffness Requirements for Supports of Pipeline Systems Conveying Fluids
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: Elevated pipelines systems are commonly supported by flexible steel frames at regular intervals. During operation, these systems can be subjected to sources of harmonic excitations. In order to control the vibration response ...
Static Analysis of Nonsymmetric High-Rise Buildings with Asymmetric Shear Walls under Lateral Loads
Publisher: American Society of Civil Engineers
Abstract: AbstractThe study formulates a model to characterize the structural response of high-rise
buildings with nonsymmetric plan layouts involving shear walls of general cross-section
geometries acting as a lateral force resisting ...
Lateral and Transverse Stiffness Requirements for Supports of Pipeline Systems Conveying Fluids
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: Elevated pipelines systems are commonly supported by flexible steel frames at regular intervals. During operation, these systems can be subjected to sources of harmonic excitations. In order to control the vibration response ...
Analysis of Laminated Glass Units
Publisher: American Society of Civil Engineers
Abstract: Laminated glass units used for glazing buildings consist of two thin glass plates bonded together by a thin core material, called polyvinyl butyral (PVB). As the plates are usually thin and undergo large lateral displacements, ...
Numerical Assessment of Elbow Element Response Under Internal Pressure
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: This study presents a detailed assessment for the response of elbow elements in ABAQUS under internal pressure. Two main cases are considered: (1) a standalone 90 deg pipe bend, which was analyzed using both elastic and ...
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