Direct Strut-and-Tie Model for Prestressed Deep Beams-Reference-Cited by-同舟云学术

Direct Strut-and-Tie Model for Prestressed Deep Beams

Published:2001-09 Issue:9 Volume:127 Page:1076-1084
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Tan K. H.¹²³⁴⁵,Tong K.¹²³⁴⁵,Tang C. Y.¹²³⁴⁵

Affiliation:

1. Member, ASCE

2. Affiliate, ASCE

3. Assoc. Prof., School of Civ. and Struct. Engrg., Nanyang Technol. Univ., Singapore 639798.

4. Former Res. Scholar, School of Civ. and Struct. Engrg., Nanyang Technol. Univ., Singapore 639798.

5. Res. Scholar, School of Civ. and Struct. Engrg., Nanyang Technol. Univ., Singapore 639798.

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%282001%29127%3A9%281076%29

Reference14 articles.

1. Alshegeir A. and Ramirez J. A. ( 1992). “Strut-tie approach in pretensioned deep beams.” ACI Struct. J. 89-S29 296–304.

2. Canadian Standards Association (CSA). ( 1994). “Design of concrete structures: Structures (design)—A national standard of Canada.” CAN-A23.3-94 Rexdale Ont. Canada.

3. Collins M. P. and Mitchell D. ( 1986). “A rational approach to shear design—The 1984 Canadian code provisions.” ACI Struct. J. 83-80 925–933.

4. Construction Industry Research and Information Association (CIRIA). ( 1977). The design of deep beams in reinforced concrete (CIRIA guide 2) Ove Arup & Partners and CIRIA London.

5. Cook R. D. and Young W. C. ( 1985). Advanced mechanics of materials Macmillan New York.

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