Strength evaluation of beam-column connection in the weak axis of H-shaped column

Sang Dae Kim, Sang Seup Kim, Young-Kyu Ju

Research output: Contribution to journalArticle

17 Citations (Scopus)

Abstract

There have been many studies performed on steel beam-column connections, and many connection details that can improve seismic performance and connection strength have been developed and are in use. However, the conventional type of connection with a bracket is preferred in Korea's construction market. This study develops, by experiment and theoretical analysis, an easy-to-construct beam-column connection that also ensures the flexural behaviour of the weak axis connection so that the steel structure system can be used in constructing low-rise buildings. This study also proposes basic data for structural design and construction of the beam-column connection of the H-shaped column's weak axis.

Original languageEnglish
Pages (from-to)1699-1710
Number of pages12
JournalEngineering Structures
Volume30
Issue number6
DOIs
Publication statusPublished - 2008 Jun 1

Fingerprint

Steel structures
Structural design
Steel
Experiments

Keywords

  • Beam-column connection
  • Connection detail
  • End-plate connection
  • Split-tee connection
  • Weak-axis connection

ASJC Scopus subject areas

  • Civil and Structural Engineering

Cite this

Strength evaluation of beam-column connection in the weak axis of H-shaped column. / Kim, Sang Dae; Kim, Sang Seup; Ju, Young-Kyu.

In: Engineering Structures, Vol. 30, No. 6, 01.06.2008, p. 1699-1710.

Research output: Contribution to journalArticle

@article{039c328c1f6c4f2f9f1f37756e2e11ca,
title = "Strength evaluation of beam-column connection in the weak axis of H-shaped column",
abstract = "There have been many studies performed on steel beam-column connections, and many connection details that can improve seismic performance and connection strength have been developed and are in use. However, the conventional type of connection with a bracket is preferred in Korea's construction market. This study develops, by experiment and theoretical analysis, an easy-to-construct beam-column connection that also ensures the flexural behaviour of the weak axis connection so that the steel structure system can be used in constructing low-rise buildings. This study also proposes basic data for structural design and construction of the beam-column connection of the H-shaped column's weak axis.",
keywords = "Beam-column connection, Connection detail, End-plate connection, Split-tee connection, Weak-axis connection",
author = "Kim, {Sang Dae} and Kim, {Sang Seup} and Young-Kyu Ju",
year = "2008",
month = "6",
day = "1",
doi = "10.1016/j.engstruct.2007.11.008",
language = "English",
volume = "30",
pages = "1699--1710",
journal = "Engineering Structures",
issn = "0141-0296",
publisher = "Elsevier BV",
number = "6",

}

TY - JOUR

T1 - Strength evaluation of beam-column connection in the weak axis of H-shaped column

AU - Kim, Sang Dae

AU - Kim, Sang Seup

AU - Ju, Young-Kyu

PY - 2008/6/1

Y1 - 2008/6/1

N2 - There have been many studies performed on steel beam-column connections, and many connection details that can improve seismic performance and connection strength have been developed and are in use. However, the conventional type of connection with a bracket is preferred in Korea's construction market. This study develops, by experiment and theoretical analysis, an easy-to-construct beam-column connection that also ensures the flexural behaviour of the weak axis connection so that the steel structure system can be used in constructing low-rise buildings. This study also proposes basic data for structural design and construction of the beam-column connection of the H-shaped column's weak axis.

AB - There have been many studies performed on steel beam-column connections, and many connection details that can improve seismic performance and connection strength have been developed and are in use. However, the conventional type of connection with a bracket is preferred in Korea's construction market. This study develops, by experiment and theoretical analysis, an easy-to-construct beam-column connection that also ensures the flexural behaviour of the weak axis connection so that the steel structure system can be used in constructing low-rise buildings. This study also proposes basic data for structural design and construction of the beam-column connection of the H-shaped column's weak axis.

KW - Beam-column connection

KW - Connection detail

KW - End-plate connection

KW - Split-tee connection

KW - Weak-axis connection

UR - http://www.scopus.com/inward/record.url?scp=43249125290&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=43249125290&partnerID=8YFLogxK

U2 - 10.1016/j.engstruct.2007.11.008

DO - 10.1016/j.engstruct.2007.11.008

M3 - Article

VL - 30

SP - 1699

EP - 1710

JO - Engineering Structures

JF - Engineering Structures

SN - 0141-0296

IS - 6

ER -