Prestress losses of double-tee girders cast with lightweight self-consolidating concrete-Reference-Cited by-同舟云学术

Prestress losses of double-tee girders cast with lightweight self-consolidating concrete

Published:2016-09 Issue: Volume:7 Page:133-142
ISSN:2352-7102
Container-title:Journal of Building Engineering
language:en
Short-container-title:Journal of Building Engineering

Author:

Ward Dustin B.,Dang Canh N.,Floyd Royce W.,Hale W. Micah

Funder

Mack-Blackwell Rural Transportation Center (MBTC)

Publisher

Elsevier BV

Subject

Mechanics of Materials,Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference54 articles.

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2. O.U. Onyemelukwe, S.K. Kunnath, Field measurement and evaluation of time-dependent losses in prestressed concrete bridges, Report no. WPI-0510735, Florida,1997, pp. 157

3. Prestress losses evaluation in prestressed concrete prismatic specimens;Caro;Eng. Struct.,2013

4. Identification of prestress force from measured structural responses;Lu;Mech. Syst. Signal Process.,2006

5. The legacy and future of an american icon: the precast, prestressed concrete double tee;Nasser;PCI J.,2015

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2. Shear behavior of full-scale prestressed concrete double tee beams with steel-wire meshes;Journal of Building Engineering;2023-04

3. Prestress Loss Diagnostics in Pretensioned Concrete Structures with Corrosive Cracking;Journal of Structural Engineering;2020-03

4. Influence of concrete strength on development length of prestressed concrete members;Journal of Building Engineering;2016-06