Structural Performance of Steel-Concrete Composite Column Subjected to Axial and Flexural Loading-Reference-Cited by-同舟云学术

Structural Performance of Steel-Concrete Composite Column Subjected to Axial and Flexural Loading

Published:2006-05 Issue:1 Volume:5 Page:153-160
ISSN:1346-7581
Container-title:Journal of Asian Architecture and Building Engineering
language:en
Short-container-title:Journal of Asian Architecture and Building Engineering

Author:

Oh Myoung-Ho¹,Ju Young-Kyu²,Kim Myeong-Han³,Kim Sang-Dae⁴

Affiliation:

1. Senior Researcher, Hyundai Institute of Construction Technology, Hyundai E&C, Korea

2. Senior Researcher, Steel Structure Research Lab., RIST, Korea

3. Full-time Lecturer, Department of Architectural Engineering, Daejin University, Korea

4. Professor, Department of Architectural Engineering, Korea University, Korea

Publisher

Informa UK Limited

Subject

Arts and Humanities (miscellaneous),Building and Construction,Cultural Studies,Architecture,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.3130/jaabe.5.153

Reference4 articles.

1. Architectural Institute of Japan (AIJ) (1987), Structural calculations of steel reinforced concrete structures, Tokyo, Japan.

2. American Institute of Steel Construction (AISC) (1999) Load and resistance factor design specification for structural steel buildings, AISC, Chicago.

3. Tremblay R., Chicoine T., Massicotte B., Ricles J. M. and Lu L. (2000) Design equation for the axial capacity of partially encased non-compact column, Proceedings Composite Construction IV, Engineering Foundation, Banff, Canada.

4. Vincent R. (2000) Design and application of partially encased non-compact composite columns for high-rise buildings, Proceedings Composite Construction IV, Engineering Foundation, Banff, Canada.

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