Analysis of Cracking Effects on Tall Reinforced Concrete Buildings-Reference-Cited by-同舟云学术

Analysis of Cracking Effects on Tall Reinforced Concrete Buildings

Published:2000-09 Issue:9 Volume:126 Page:995-1003
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Chan Chun-Man¹²³⁴⁵,Mickleborough Neil C.¹²³⁴⁵,Ning Feng¹²³⁴⁵

Affiliation:

1. Member, ASCE

2. Fellow, ASCE

3. Asst. Prof., Dept. of Civ. Engrg., Hong Kong Univ. of Sci. and Technol., Hong Kong.

4. Assoc. Prof., Dept. of Civ. Engrg., Hong Kong Univ. of Sci. and Technol., Hong Kong.

5. PhD, Dept. of Civ. Engrg., Hong Kong Univ. of Sci. and Technol., Hong Kong.

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%282000%29126%3A9%28995%29

Reference20 articles.

1. Branson D. E. (1963). “Instantaneous and time dependent deflections of simple and continuous reinforced concrete beams.” Ala. Hwy. Res. Rep. No. 7 Bureau of Public Roads.

2. Cauvin A. (1991). “Influence of tension stiffening on behavior or structures.” Proc. IABSE Colloquium International Association of Bridge and Structural Engineers Zurich 153–158.

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