AN INVESTIGATION OF CRACKING IN REINFORCED ULTRA HIGH STRENGTH CONCRETE FRAME

Author:

IMAMOTO Keiichi1,OHTANI Hiroshi1

Affiliation:

1. Institute of Technology Tokyu Construction Co., Ltd.

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference6 articles.

1. 1) DILGER W. H. Shrinkage and creep of highperformance-concrete(HPC)-a critical review. ADAM NEVILLE SYMPOSIUM ON CONCRETE TECHNOLOGY Proceeding of a symposium Honoring. (1995) p.59-84.

2. 4) SATO R. Deformation and Thermal Stress Of Concrete Beams Constructed In Two Stages. Int. Symp. On Thermal Cracking In Concrete At Early Ages. (1994) p.313-320.

3. 5) NEVILLE A. M. Creep of plain and structural concrete. p.246-255.

4. 8) TAZAWA E. Effect of Autogenous Shrinkage on Self Stress In Hardening Concrete. Int. Symp. On Thermal Cracking In Concrete At Early Ages. (1994) p.221-228.

5. 14) DE LARRARD F. On the Long-Term Strength Losses of Silica-Fume High-Strength Concrete. Magazine of Concrete Research. (1991) vol.43, no.155,

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