Incremental Analysis of Elastoplastic Beams and Frames Resting on an Elastic Half-Plane-Reference-Cited by-同舟云学术

Incremental Analysis of Elastoplastic Beams and Frames Resting on an Elastic Half-Plane

Published:2017-09 Issue:9 Volume:143 Page:04017101
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Baraldi Daniele¹^ORCID,Tullini Nerio²

Affiliation:

1. Research Assistant, Dept. of Architecture, Construction, Conservation, Università IUAV di Venezia, 30135 Venezia, Italy (corresponding author). ORCID: .

2. Associate Professor, Dept. of Engineering, Univ. of Ferrara, Via Saragat 1, 44122 Ferrara, Italy.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0001331

Reference43 articles.

1. Mode approximations for rigid-plastic structures supported by an elastic medium

2. Baraldi D. (2013). “Nonlinear analysis of structures on elastic half-space by a FE-BIE approach.” Ph.D. thesis Univ. of Ferrara Engineering Dept. Ferrara Italy.

3. Model for the analysis of steel fibre reinforced concrete slabs on grade;Barros J. A. O.;Comput. Struct.,2001

4. Yield-line analysis of slabs-on-grade;Baumann R.;J. Struct. Eng.,1983

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