Flexure-Shear Fiber Beam-Column Elements for Modeling Frame Structures Under Seismic Loading — State of the Art-Reference-Cited by-同舟云学术

Flexure-Shear Fiber Beam-Column Elements for Modeling Frame Structures Under Seismic Loading — State of the Art

Published:2007-04-30 Issue:sup1 Volume:11 Page:46-88
ISSN:1363-2469
Container-title:Journal of Earthquake Engineering
language:en
Short-container-title:Journal of Earthquake Engineering

Author:

Ceresa Paola,Petrini Lorenza,Pinho Rui

Publisher

Informa UK Limited

Subject

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

Link

http://www.tandfonline.com/doi/pdf/10.1080/10256018808623883

Reference81 articles.

1. Bairan , J. M. 2005. “A nonlinear coupled model for the analysis of reinforced concrete sections under bending, shear and torsion and axial forces”. Barcelona, Spain: PhD thesis, Technical University of Catalonia.

2. Coupled model for the non-linear analysis of anisotropic sections subjected to general 3D loading. Part 1: Theoretical formulation

3. Coupled model for the nonlinear analysis of sections made of anisotropic materials, subjected to general 3D loading. Part 2: Implementation and validation

4. Microplane Model for Progressive Fracture of Concrete and Rock

5. Microplane Model for Brittle‐Plastic Material: I. Theory

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