Design Approach to Predict Post-Tensioning Losses in Post-Tensioned Timber Frames-Reference-Cited by-同舟云学术

Design Approach to Predict Post-Tensioning Losses in Post-Tensioned Timber Frames

Published:2018-08 Issue:8 Volume:144 Page:04018115
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Granello Gabriele¹,Leyder Claude²,Palermo Alessandro³,Frangi Andrea⁴,Pampanin Stefano⁵

Affiliation:

1. Lecturer, Dept. of Civil Engineering and Natural Resources, Univ. of Canterbury, Christchurch 8140, New Zealand (corresponding author).

2. Ph.D. Candidate, Institute of Structural Engineering, ETH Zürich, 8092 Zürich, Switzerland.

3. Professor, Dept. of Civil Engineering and Natural Resources, Univ. of Canterbury, Christchurch 8140, New Zealand.

4. Professor, Institute of Structural Engineering, ETH Zürich, 8092 Zürich, Switzerland.

5. Professor, Dipartimento di Ingegneria Strutturale e Geotecnica, Università La Sapienza, 00184 Rome, Italy; Dept. of Civil Engineering and Natural Resources, Univ. of Canterbury, Christchurch 8140, New Zealand.

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.0002101

Reference38 articles.

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2. Prediction of concrete creep effects using age-adjusted effective;Bazant Z. P.;J. Am. Concr. Inst.,1972

3. Brown A. J. Lester S. Pampanin and D. Pietra. 2012. “Pres-Lam in practice: A damage-limiting rebuild project.” In Proc. New Zealand Society of Structural Engineers Conf. Auckland New Zealand.

4. Multi-Storey Prestressed Timber Buildings in New Zealand

5. Posttensioned Energy Dissipating Connections for Moment-Resisting Steel Frames

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