Influencing Factors of Temperature Action and Joint Distance of Reinforced Concrete Frame and Bent Structures

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Periodical:

Key Engineering Materials (Volumes 243-244)

Edited by:

Mamtimin Geni and Masanori Kikuchi

Pages:

499-504

DOI:

10.4028/www.scientific.net/KEM.243-244.499

Citation:

L. Song et al., "Influencing Factors of Temperature Action and Joint Distance of Reinforced Concrete Frame and Bent Structures", Key Engineering Materials, Vols. 243-244, pp. 499-504, 2003

Online since:

July 2003

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$35.00

[1] Song Li, Research of Reinforced Concrete Frame and Bent Structures' Temperature Joint Distance.

[2] Wu Shengxing, Research of Reinforced Concrete Structures' Temperature Stress and Temperature Crack Control. [D]. HoHai University, (1994).

[3] Wang Tiemeng, Crack Control of Building, Science and Technology Publishing House of ShangHai, (1987).

[4] Hsuan-The Hu and William C. schnobrich, Nonlinear Analysis of Crack Reinforced Concrete [J], ACI Structural Journal / March-April , (1990).

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