Structural Reliability of Multistory Buildings during Construction-Reference-Cited by-同舟云学术

Structural Reliability of Multistory Buildings during Construction

Published:2002-02 Issue:2 Volume:128 Page:205-213
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Epaarachchi Deepthi C.¹,Stewart Mark G.²,Rosowsky David V.³

Affiliation:

1. Graduate Student, Dept. of Civil, Surveying, and Environmental Engineering, Univ. of Newcastle, NSW, 2308 Australia.

2. Associate Professor, Dept. of Civil, Surveying and Environmental Engineering, Univ. of Newcastle, NSW, 2308 Australia.

3. Richardson Chair in Wood Engineering, Professor of Forest Products and Civil Engineering, Dept. of Wood Science and Engineering, Oregon State Univ., Corvallis, OR 97331-5751.

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%290733-9445%282002%29128%3A2%28205%29

Reference30 articles.

1. American Concrete Institute (ACI). (1978). “Prediction of creep shrinkage and temperature effects: 2.” ACI 209–78 209 Detroit.

2. American Concrete Institute (ACI). (1988). Recommended practice for concrete formwork.” ACI 347-88 Detroit.

3. Australian Standards (AS). (1989). “SAA loading code—Part 1: Dead and live loads and load combinations AS 1170.1-89 Sydney.

4. Australian Standards (AS). (1994). “Concrete structures.” AS 3600-94 Sydney.

5. Australian Standards (AS). (1995). “Formwork for concrete.” AS 3610-95 Sydney.

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