Cyclic Testing of Heat treated Beam Section 1 (HBS 1)
收藏DataCite Commons2020-08-02 更新2025-04-16 收录
下载链接:
https://www.designsafe-ci.org/data/browser/public/nees.public/NEES-2010-0984.groups/Experiment-1
下载链接
链接失效反馈官方服务:
资源简介:
Welded Unreinforced Flange - Welded Web (WUF-W) beam-column moment resisting connection modified by heat treating flanges of the beam in specified locations. Heat treatment of the beam flanges reduces the strength of steel and upon cyclic loading, induces plastic hinge formation in these areas, thus promoting ductile behavior through the plastic hinging mechanism. This is the first of 3 identical WUF-W connections modified by heat treatment which were tested as a part of this research study. Specimens were subjected to a cyclic load history according to 2005 AISC Seismic Provisions appendix S
Beam Member- W30 x 148
Column Member- W14 x 257
提供机构:
Network for Earthquake Engineering Simulation (NEES)
创建时间:
2012-12-06



