2012•Shanxi ArchitectureRequires access

Internal force analysis of precast frame structure under the influence of ductile connections

Liu Ying

Open publisher page 0 citations

Abstract

Through using finite element method,the effect of ductile connections on internal force of frame structure is discussed.The results show that: under vertical loads,compared to the rigid connection,the girder end bending moment and column base moment will decrease,while the mid-span bending moment increases,under horizontal loads,compared to the rigid connection,the girder end bending moment decreases and column base moment increase significantly,while the mid-span bending moment does not change,under vertical loads and under horizontal loads at the same time,the internal difference between rigid and ductile connection is also obvious.

About this research paper

What this paper is about

Through using finite element method,the effect of ductile connections on internal force of frame structure is discussed.The results show that: under vertical loads,compared to the rigid connection,the girder end bending moment and column base moment will decrease,while the mid-span bending moment increases,under horizontal loads,compared to the rigid connection,the girder end bending moment decreases and column base moment increase significantly,while the mid-span bending moment does not change,under vertical loads and under horizontal loads at the same time,the internal difference between rigid and ductile connection is also obvious.

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

Through using finite element method,the effect of ductile connections on internal force of frame structure is discussed.The results show that: under vertical loads,compared to the rigid connection,the girder end bending moment and column base moment will decrease,while the mid-span bending moment increases,under horizontal loads,compared to the rigid connection,the girder end bending moment decreases and column base moment increase significantly,while the mid-span bending moment does not change,under vertical loads and under horizontal loads at the same time,the internal difference between rigid and ductile connection is also obvious.

Key concepts: Bending moment, Structural engineering, Precast concrete, Moment (physics), Internal forces, Girder, Finite element method, Bending

Related papers

Back to paper searchBrowse research topicsOriginal source
Internal force analysis of precast frame structure under the influence of ductile connections — Research Paper | ScholarLens