Cyclic Behavior of Diagrid Nodes with H-Section Braces-Reference-Cited by-同舟云学术

Cyclic Behavior of Diagrid Nodes with H-Section Braces

Published:2010-09 Issue:9 Volume:136 Page:1111-1122
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Kim Young-Ju¹²³⁴⁵,Jung In-Yong¹²³⁴⁵,Ju Young-Kyu¹²³⁴⁵,Park Soon-Jeon¹²³⁴⁵,Kim Sang-Dae¹²³⁴⁵

Affiliation:

1. Research Professor, School of Civil, Environmental and Architectural Engineering, Korea Univ., 5 Anam-dong, Seongbuk-Gu, Seoul 136-701, Korea.

2. Graduate Student, School of Civil, Environmental and Architectural Engineering, Korea Univ., 5 Anam-dong, Seongbuk-Gu, Seoul 136-701, Korea.

3. Associate Professor, School of Civil, Environmental and Architectural Engineering, Korea Univ., 5 Anam-dong, Seongbuk-Gu, Seoul 136-701, Korea (corresponding author).

4. Managing Researcher, R&D Institute, Lotte Engineering and Development, 104 Wonhyo 1-ga, Yongsan-gu, Seoul 140-111, Korea.

5. POSCO Chair Professor, School of Civil, Environmental and Architectural Engineering, Korea Univ., 5 Anam-dong, Seongbuk-Gu, Seoul 136-701, Korea.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0000203

Reference14 articles.

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2. Baker W. Besjak C. Pawlikowski J. Mcelhatten B. and Biswas P. (2008). “555 m tall Lotte Super Tower Seoul Korea.” 17th Congress of IABSE IABSE Chicago 271–277.

3. Byeon T. W. Park S. J. Ju Y. K. and Kim S. D. (2008). “Study for structural performance of diagrid node.” Proc. Korean Society of Steel Construction KSSC Seoul 215–218.

4. Bond mechanism effect on the flexural behavior of steel reinforced concrete composite members

5. Charnish B. and McDonnell T. (2008). “The bow: Unique diagrid structural system for a sustainable tall building.” CTBUH 8th World Congress 2008 CTBUH Dubai.

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