Modified Fatigue Model for Hourglass-Shaped Steel Strip Damper Subjected to Cyclic Loadings

Author:

Lee Chang-Hwan1,Woo Seung-Ki2,Ju Young K.3,Lee Dong-Won4,Kim Sang-Dae3

Affiliation:

1. Associate Director, Research Institute of Structural Engineering & System, DongYang Structural Engineers Co., Ltd., 208, Hakdong-ro, Gangnam-gu, Seoul 135-010, Republic of Korea; formerly, Graduate Student, School of Civil, Environmental and Architectural Engineering, Korea Univ., 145 Anam-ro, Seungbuk-gu, Seoul 136-701, Republic of Korea (corresponding author).

2. Graduate Student, School of Civil, Environmental and Architectural Engineering, Korea Univ., 145 Anam-ro, Seungbuk-gu, Seoul 136-701, Republic of Korea.

3. Professor, School of Civil, Environmental and Architectural Engineering, Korea Univ., 145 Anam-ro, Seungbuk-gu, Seoul 136-701, Republic of Korea.

4. Principal Researcher, Dept. of Powder Technology, Korea Institute of Materials Science, 797 Changwon-daero, Seongsan-gu, Changwon-si, Gyeongnam 642-831, Republic of Korea.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference22 articles.

1. Experimental study of steel slit damper for passive energy dissipation

2. Cumulative fatigue damage and life prediction theories: a survey of the state of the art for homogeneous materials

3. FEMA. (2000). “Prestandard and commentary for the seismic rehabilitation of buildings.” Rep. No. FEMA-356 FEMA Washington DC.

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