✦ LIBER ✦

An incremental analysis of beam-columns and frames including finite deformations and bilinear elasticity

✍ Scribed by R.E. Hobbs; A.M. Jowharzadeh

Book ID: 103483388
Publisher: Elsevier Science
Year: 1978
Tongue: English
Weight: 896 KB
Volume: 9
Category: Article
ISSN: 0045-7949
DOI: 10.1016/0045-7949(78)90116-5

No coin nor oath required. For personal study only.

📜 SIMILAR VOLUMES

Nonlinear Finite Deformation Analysis of

Nonlinear Finite Deformation Analysis of Beams and Columns

✍ Pak, Ronald Y. S.; Stauffer, Eric J. 📂 Article 📅 1994 🏛 American Society of Civil Engineers 🌐 English ⚖ 773 KB

A finite element analysis of beams on el

A finite element analysis of beams on elastic foundation including shear and axial effects

✍ Zissimos P. Mourelatos; Michael G. Parsons 📂 Article 📅 1987 🏛 Elsevier Science 🌐 English ⚖ 802 KB

Finite element analysis of linear and no

Finite element analysis of linear and non-linear planar deformations of elastic initially curved beams

✍ Adnan Ibrahimbegović; FrançOis Frey 📂 Article 📅 1993 🏛 John Wiley and Sons 🌐 English ⚖ 906 KB

Superconvergence and an error estimator

Superconvergence and an error estimator for the finite element analysis of beams and frames

✍ J. A. Kirby; M. K. Warby; J. R. Whiteman 📂 Article 📅 2001 🏛 John Wiley and Sons 🌐 English ⚖ 235 KB 👁 3 views

In the context of the equilibrium equations governing an Euler-Bernoulli beam and an assembly of such beams in a frame structure, this article considers the superconvergence of various parameters at various points of the finite element solutions and describes an a posteriori error estimator of the B

An elastic analysis for the composite ac

An elastic analysis for the composite action of walls supported on encastré beams and portal frames

✍ A.L. Yettram; M.J.S. Hirst 📂 Article 📅 1974 🏛 Elsevier Science ⚖ 550 KB

An elastic analysis is presented for walls supported by either encastr6 beam,s or complete portal frames. The wall is idealised into a set qf equi.s7~aced certical stringers, which carry direct load, with shear caro'ing panels between them. Any distribution of vertical superload can be considered an

[American Institute of Aeronautics and A

[American Institute of Aeronautics and Astronautics 46th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics and Materials Conference - Austin, Texas ()] 46th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics and Materials Conference - An Arbitrary Reference Configuration (ARC) Elasticity Theory and the Corresponding Stress Update Formulation for Finite Deformation Analysis

✍ Zhou, Xiangmin; Tamma, Kumar; Sha, Desong 📂 Article 📅 2005 🏛 American Institute of Aeronautics and Astronautics ⚖ 273 KB