Cyclic Behavior of Unstiffened Double Split-Tee Beam-to-Column Connection-Reference-Cited by-同舟云学术

Cyclic Behavior of Unstiffened Double Split-Tee Beam-to-Column Connection

Published:2008 Issue: Volume: Page:
ISSN:
Container-title:IABSE Congress, Chicago 2008: Creating and Renewing Urban Structures – Tall Buildings, Bridges and Infrastructure
language:
Short-container-title:

Author:

Harada Yukihiro,Ebato Kazumasa,Yagi Junpei

Abstract

<p>An unstiffened double split-tee beam-to-column connection is one of the “weldless” beam-to- column connections. In the present study, structural performance of steel framework including the unstiffened double split-tee beam-to-column connection is investigated experimentally and analytically. Cyclic loading tests of subassemblages with the unstiffened connections are performed, and the unstiffened connections show good deformation capacity. Validities of yield strength prediction by yield line analysis and numerical simulation by finite element analysis to predict cyclic behaviors of the subassemblages are also investigated.</p>

Publisher

International Association for Bridge and Structural Engineering (IABSE)

Reference10 articles.

1. Smart & High-performance Connection Technology for Steel Structures;M. NAGATA,1996

2. Seismic-Resistant Weld-Free Steel Frame Buildings with Mechanical Joints and Hysteretic Dampers;Kazuo Inoue;Journal of Structural Engineering (ASCE)

3. ARAKAKI T., HARADA Y., and MORITA K., "Experimental Study on Structural Behavior of Steel Framework Having H-Section Beam-to-H-section Column Connections with Split-T Tensile Connections", Steel Construction Engineering, Vol. 12, No. 46, 2005, pp. 45-58. (in Japanese)

4. HARADA Y., EBATO K., NOMOTO A, and MORITA K., "Structural Performance of Flange Plate of H-Section Member-to-Split-T Tensile Connection with High-Strength Bolts", Journal of Structural and Construction Engineering (Transactions of AIJ), No. 574, 2003, pp. 197-204. (in Japanese)

5. ZOETEMEIJER P., "A Design Method for the Tension Side of Statically Loaded, Bolted Beam-to-Column Connections", Helon, Vol. 20, No. 1, 1974, pp. 1-59.

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Three-Dimensional Macro-Modeling of Major- and Minor-Axis Joints in Beam-to-Wide-Flange-Section Column Joints;Lecture Notes in Civil Engineering;2024