STUDY ON ELASTO-PLASTIC BEHAVIOR OF DUCTILE VINYLON FIBER REINFORCED MORTAR SHEAR WALL-Reference-Cited by-同舟云学术

STUDY ON ELASTO-PLASTIC BEHAVIOR OF DUCTILE VINYLON FIBER REINFORCED MORTAR SHEAR WALL

Published:2002 Issue:559 Volume:67 Page:211-218
ISSN:1340-4202
Container-title:Journal of Structural and Construction Engineering (Transactions of AIJ)
language:en
Short-container-title:Nihon Kenchiku Gakkai Kozokei Ronbunshu

Author:

WATANABE Ken¹,SHIRAI Nobuaki²,OHOKA Tokunao³,HAKUTO Shigeru¹,FUJITA Takashi⁴

Affiliation:

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

2. Dept. of Architecture, Nihon Univ.

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

4. Construction Group, Tokyo Gas Urban Development Co., Ltd.

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/67/559/67_KJ00004075988/_pdf

Reference18 articles.

1. 1) LI V. C. From Micromechanics to Structural Engineering-The Design of Cementitious Composites for Civil Engineering Applications. J.Struct.Mech.Earthquake Eng., JSCE. (1993) vol.10, no.2, p.37-48.

2. 8) KAPLAN F. H. Crack Propagation and the Fracture of Concrete. ACI Journal. (1961) vol.58, no.11, p.591-609.

3. 9) RILEM. Draft Recommendation : Determination of the Fracture Energy of Mortar and Concrete by Means of Three-point Bend Test on Notched Beams. Materials and Structures. (1985) vol.18, no.106, p.285-290.

4. 11) CEB. Thomas Telford. CEB-FIP MODEL CODE1990. vol.33-58, p.82-86.

5. 12) NAKAMURA H. Compressive Fracture Energy and Fracture Zone Length of Concrete. Seminar on post-Peak Behavior of RC Structures subjected to Seismic Loads, 1999. 10. (1999) p.259-272.

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. STRENGTH OF CARBON FIBER CHIP REINFORCED CONCRETE CYLINDRICAL SHELLS RETROFITTED WITH CARBON FIBER SHEETS;Journal of Structural and Construction Engineering (Transactions of AIJ);2009