Seismic Performance of Full-Scale Post-Tensioned Timber Beam-Column Connections-Reference-Cited by-同舟云学术

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Seismic Performance of Full-Scale Post-Tensioned Timber Beam-Column Connections

Published:2015-09 Issue:3 Volume:20 Page:383-405
ISSN:1363-2469
Container-title:Journal of Earthquake Engineering
language:en
Short-container-title:Journal of Earthquake Engineering

Author:

Iqbal Asif,Pampanin Stefano,Buchanan Andrew H.

Funder

Structural Timber Innovation Company

Publisher

Informa UK Limited

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Link

http://www.tandfonline.com/doi/pdf/10.1080/10256018808623883

Reference28 articles.

1. Seismic design of glulam structures

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

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1. Cross-Section Size Effects on Compressive Failure Properties Parallel to Grain of Chinese Larch LVL;Journal of Materials in Civil Engineering;2024-10

2. Flexural behavior of glulam beams reinforced by bonded prestressing tendons;Engineering Structures;2024-09

3. Development of Novel Self-Centering Timber Beam–Column Connections with SMA Bars;Journal of Structural Engineering;2024-08

4. Seismic vulnerability analysis of palace-style timber structures base on lumped mass model considering column rocking effect;Structures;2024-08

5. The Cyclic Performance and Macro-Simplified Analytical Model of Internal Joints in RC-Assembled Frame Structures Connected by Unbonded Prestressed Strands and Mortise-Tenon Based on Numerical Studies;Buildings;2024-06-02

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