Sizing Continuity Tendons in Segmental Cantilever Bridges-Reference-Cited by-同舟云学术

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Sizing Continuity Tendons in Segmental Cantilever Bridges

Published:2024-02 Issue:1 Volume:29 Page:
ISSN:1084-0680
Container-title:Practice Periodical on Structural Design and Construction
language:en
Short-container-title:Pract. Period. Struct. Des. Constr.

Author:

Fargier Gabaldón Luis Bernardo¹^ORCID,Chacón-Valero Edgar²

Affiliation:

1. Massman-Beavers Associate Professor, Practice of Heavy Civil Engineering, Univ. of Notre Dame, Notre Dame, IN 46556 (corresponding author). ORCID: .

2. Ph.D. Candidate, Dept. of Structural and Geotechnical Engineering, Pontificia Universidad Católica de Chile, Vicuña Mackenna 4860, Santiago, Chile.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Arts and Humanities (miscellaneous),Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/PPSCFX.SCENG-1351

Reference6 articles.

1. Moment Redistribution in Segmental Cantilever Bridges: Simplified Approach

2. Lin, T. Y., and N. H. Burns. 1981. Design of prestressed concrete structures. New York: Wiley.

3. Mathivat, J. 1979. The cantilever construction of prestressed concrete bridges. New York: Wiley.

4. Menn, C. 1986. Prestressed concrete bridges. Boston: Birkhauser-Verlag.

5. An Overview of Precast Prestressed Segmental Bridges

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