A fiber-section model based Timoshenko beam element using shear-bending interdependent shape function-Reference-Cited by-同舟云学术

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A fiber-section model based Timoshenko beam element using shear-bending interdependent shape function

Published:2013-09 Issue:3 Volume:12 Page:421-432
ISSN:1671-3664
Container-title:Earthquake Engineering and Engineering Vibration
language:en
Short-container-title:Earthq. Eng. Eng. Vib.

Author:

Li Ning,Li Zhongxian,Xie Lili

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1007/s11803-013-0183-z.pdf

Reference21 articles.

1. Ceresa P, Petrini L, Pinho R and Sousa R (2009), “A Fibre Flexure-shear Model for Seismic Analysis of RC-framed Structures,” Earthquake Engineering & Structural Dynamics, 38(5): 565–586.

2. Crisfield MA (1990), “A Consistent Co-rotational Formulation for Non-linear, Three-dimensional, Beam-Elements,” Computer Methods in Applied Mechanics and Engineering, 81(2): 131–150.

3. Crisfield MA (1991), Nonlinear Finite Element Analysis of Solids and Structures. Volume 1: Essentials, Wiley, New York, NY (United States).

4. Edem I (2006), “The Exact Two-node Timoshenko Beam Finite Element Using Analytical Bending and Shear Rotation Interdependent Shape Functions,” International Journal for Computational Methods in Engineering Science and Mech, 7(6): 425–431.

5. Felippa CA and Haugen B (2005), “A Unified Formulation of Small-strain Corotational Finite Elements: I. Theory,” Computer Methods in Applied Mechanics and Engineering, 194(21–24): 2285–2335.

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