Behavior of End-Plate Connection with Oversize Holes and Plate Washers for Column Splice

Author:

Lim Jong-Jin1ORCID,Lee Seung-Hwan2,Eom Tae-Sung3ORCID

Affiliation:

1. Manager, Senvex Co., Ltd., Beodeunaru-ro 19-gil, Yeongdeungpo-gu, Seoul 07226, Korea. ORCID: .

2. CEO, Senvex Co., Ltd., Beodeunaru-ro 19-gil, Yeongdeungpo-gu, Seoul 07226, Korea.

3. Professor, Dept. of Architectural Engineering, Dankook Univ., 152 Jukjeon-ro, Suji-gu, Yongin-si, Gyeonggi-do 16890, Korea (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference14 articles.

1. Time-independent constitutive theories for cyclic plasticity

2. Dassault Systemes Simulia Corp. 2014. Abaqus/CAE user’s guide v. 6.14. Providence, RI: Dassault Systemes Simulia Corp.

3. High strength steel bolted connections with filler plates

4. Fisher, J. M., and L. A. Kloiber. 2006. Steel design guide 1: Base plate and anchor rod design. 2nd ed. Chicago: AISC.

5. Design of slip resistant lap joints with long open slotted holes

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