ScholarLens Back to search
2002•Journal of Structural and Construction Engineering (Transactions of AIJ)Open access

DUCTILITY DEMAND OF BEAMS AND JOINT PANELS IN STEEL MOMENT FRAMES

Seiji MUKAIDE, Susumu Kuwahara

Open full text 4 citations

Abstract

This paper presents the method for the prediction of seismic damage on beams and joint panels in steel moment frame. In this method, the maximum and cumulative plastic deformation of beams and joint panels are estimated on condition that input energy into the system is known. The earthquake response analyses of fishbone-shaped frame are carried in order to evaluate the applicability of the proposed method. Comparing the results of the prediction and the analysis, it is found that the results of the prediction are in good agreement with the average of the results of the analysis.

Open-access reader

About this research paper

What this paper is about

This paper presents the method for the prediction of seismic damage on beams and joint panels in steel moment frame. In this method, the maximum and cumulative plastic deformation of beams and joint panels are estimated on condition that input energy into the system is known. The earthquake response analyses of fishbone-shaped frame are carried in order to evaluate the applicability of the proposed method. Comparing the results of the prediction and the analysis, it is found that the results of the prediction are in good agreement with the average of the results of the analysis.

Why it matters

OpenAlex reports 4 citations for this work. Citation counts describe recorded attention and do not establish research quality.

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

This paper presents the method for the prediction of seismic damage on beams and joint panels in steel moment frame. In this method, the maximum and cumulative plastic deformation of beams and joint panels are estimated on condition that input energy into the system is known. The earthquake response analyses of fishbone-shaped frame are carried in order to evaluate the applicability of the proposed method. Comparing the results of the prediction and the analysis, it is found that the results of the prediction are in good agreement with the average of the results of the analysis.

Key concepts: Joint (building), Structural engineering, Moment (physics), Ductility (Earth science), Frame (networking), Deformation (meteorology), Engineering, Materials science

Related papers

Related paper 1Related paper 2Related paper 3
Back to paper searchBrowse research topicsOriginal source
DUCTILITY DEMAND OF BEAMS AND JOINT PANELS IN STEEL MOMENT FRAMES — Research Paper | ScholarLens