Funicularity through External Posttensioning: Design Philosophy and Computational Tool-Reference-Cited by-同舟云学术

Funicularity through External Posttensioning: Design Philosophy and Computational Tool

Published:2016-02 Issue:2 Volume:142 Page:04015141
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Todisco Leonardo¹,Peiretti Hugo Corres²,Mueller Caitlin³

Affiliation:

1. Ph.D. Candidate, School of Civil Engineering, Polytechnic Univ. of Madrid, Profesor Aranguren, w/n., 28040 Madrid, Spain (corresponding author).

2. Professor, School of Civil Engineering, Polytechnic Univ. of Madrid, Profesor Aranguren, w/n., 28040 Madrid, Spain.

3. Assistant Professor, Building Technology Program, School of Architecture and Planning, Massachusetts Institute of Technology, 77 Massachusetts Ave., Cambridge, MA 02139.

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%29ST.1943-541X.0001416

Reference47 articles.

1. ACI. (1990). “SP-120: External prestressing in bridges.” ACI Committee 347 Farmington Hills MI.

2. Conceptual design of prestressed slab bridges through one-way flexural load balancing

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