Static and Dynamic Stability of a Multi-stepped Timoshenko Column Including Self-weight-Reference-Cited by-同舟云学术

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Static and Dynamic Stability of a Multi-stepped Timoshenko Column Including Self-weight

Published:2018-08 Issue: Volume:15 Page:28-42
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Uribe-Henao A. Felipe,Zapata-Medina David G.,Arboleda-Monsalve Luis G.,Aristizabal-Ochoa J. Dario

Funder

University of Central Florida

National Science Foundation

Universidad Nacional de Colombia

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference27 articles.

1. Theory of elastic stability;Timoshenko,1961

2. Static and dynamic stability of uniform shear beam-columns under generalized boundary conditions;Aristizabal-Ochoa;J Sound Vib,2007

3. Dynamic modal analysis and stability of cantilever shear buildings: importance of moment equilibrium;Aristizabal-Ochoa;J Eng Mech,2007

4. Stability and free vibration analyses of cantilever shear buildings with semi-rigid support conditions and multiple masses;Hernandez-Urrea;J Sound Vib,2014

5. Buckling of columns under variably distributed axial loads;Vaziri;Comput Struct,1992

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2. A Numerical and Closed-Form Analytical Solution of the Global Buckling Critical Load of Tall Buildings Including Soil Flexibility: Timoshenko Beam;Journal of Vibration Engineering & Technologies;2024-03-27

3. Study of Effective Length Factor of Frame–Core Wall Structure with Cross-Layer Columns;Applied Sciences;2023-06-06

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