Load Level and Target COF of Frames with Given Reliability Indices-Reference-Cited by-同舟云学术

Load Level and Target COF of Frames with Given Reliability Indices

Published:2007-11 Issue:2 Volume:6 Page:347-354
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:

Pu Wu-Chuan¹,Zhao Yan-Gang²

Affiliation:

1. Graduate Student, Department of Architecture, Nagoya Institute of Technology, Japan

2. Associate Professor, Department of Architecture, Nagoya Institute of Technology, Japan

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.6.347

Reference5 articles.

1. ACI Committee 318 (1999). Building code requirements for structural concrete (ACI 318-99) and commentary (318R-99), Farmington Hills, MI, p.391.

2. Ang, A. H-S. and Tang, W. (1984). Probability concepts in engineering planning and design. Vol.II-Decision, Risk and Reliability. J. Wiley & Sons, New York.

3. Clough, R. W. and Penzien, J. (1982). Dynamics of structures, McGraw-Hill, Singapore, pp.597-602

4. Kawano, A., Matsui, C. and Shimizu, T. (1998). Basic properties of column over-design factors for steel reinforced concrete frames. J. Struct. Constr. Engrg., No. 505, pp.153-159.

5. Kuwamura, H., Sakai, M. and Kato, B. (1989). Mechanism-based seismic design considering random yield strength. J. Struct. Constr. Engrg., No. 401, pp.151-162.

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1. PROBABILISTIC EVALUATION OF COF FOR STEEL FRAMES CONSIDERING SYSTEM RELIABILITY;Journal of Structural and Construction Engineering (Transactions of AIJ);2011