Building hardware joints are welded in most cases, which have risks of fire and explosion. Besides, the secondary damage of the destruction of the welded parts can be caused by the horizontal displacement of the structure due to earthquake or wind load. This paper compared the horizontal displacement following abilities of welded building hardware and non-welded building hardware. To do this, We conducted actual formation shake table test, and checked on the horizontal displacement following ability of structure by comparing their responses to earthquake load. We made the 2m-high framework to examine the responses of the actually constructed building hardwares, and analyzed the displacement responses of the welded-typed, non-welded-typed, and cruciform bracket building hardwares. We conducted the test by increasing acceleration rate until displacement reached 40mm corresponding to allowable relative story displacement II. The result of the test showed that the building hardware using welding work made cracking and breakage on welded connections of welded building hardware, but non-welded building hardware with no use of welding work and cruciform bracket building hardware make no problem, and that non-welded building hardware is superior to that of the welded building hardware in the horizontal displacement following ability due to earthquake or wind load.

1. 서론
 2. 무용접형 및 십자형 브라켓 하지철물
 3. 실대형 진동대 실험
  3.1 실험 계획
  3.2 실험 결과
 4. 결론
 References

• 이돈우(학생회원, 한국기술교육대학교 창의융합공동과정, 박사과정) | Lee Don-Woo
• 곽의신(학생회원, 한국기술교육대학교 창의융합공학협동과정, 박사과정) | Kwak Eui-Shin
• 손수덕(정회원, 한국기술교육대학교 건축공학부 연구교수, 공학박사) | Shon Su-Deok
• 이승재(정회원, 한국기술교육대학교 건축공학부 교수, 공학박사) | Lee Seung-Jae 교신저자