2011•Journal of Nanjing University of TechnologyRequires access

Finite element modeling and analysis of reinforced concrete frame structure with infilled walls

DU Dong-sheng

Abstract

The effects of infilled walls on lateral stiffness,loading capacity and deformation capacity of the reinforced concrete frame structure were investigated.Finite element models of reinforced concrete frame structure with infilled walls were established by the method of simulating masonry with concrete damaged plasticity elements and simulating mortar joints with cohesive zone elements.Simulation results were compared with experimental results.A method for simulating reinforced concrete frame structure with infilled walls was provided.

About this research paper

What this paper is about

Why it matters

A significance statement is not available in the OpenAlex record.

Key contribution

A contribution statement is not available in the OpenAlex record.

Method / approach

Method details are not available in the OpenAlex metadata.

Main findings

Findings are not separately available in the OpenAlex metadata.

Limitations

Limitations are not available in the OpenAlex metadata.

Applications

Application details are not available in the OpenAlex metadata.

Available abstract

Key concepts: Masonry, Structural engineering, Finite element method, Stiffness, Frame (networking), Reinforced concrete, Materials science, Deformation (meteorology)