Seismic Displacement Demands for Hybrid Precast Concrete Shear Walls-Reference-Cited by-同舟云学术

Seismic Displacement Demands for Hybrid Precast Concrete Shear Walls

Published:2013-04-30 Issue: Volume: Page:
ISSN:
Container-title:Structures Congress 2013
language:
Short-container-title:

Author:

Smith B. J.,Kurama Y. C.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784412848.229

Reference17 articles.

1. ACI. (2007). "Acceptance Criteria for Special Unbonded Post-Tensioned Precast Structural Walls Based on Validation Testing (ACI ITG-5.1-07) and Commentary." ACI Innovation Task Group 5 Farmington Hills MI.

2. ACI. (2009). "Requirements for Design of a Special Unbonded Post-Tensioned Precast Shear Wall Satisfying ACI ITG-5.1 (ACI ITG-5.2-09) and Commentary." ACI Innovation Task Group 5 Farmington Hills MI.

3. ACI. (2011). "Building Code Requirements for Structural Concrete (ACI 318-11) and Commentary." ACI Committee 318 Farmington Hills MI.

4. ASCE. (2010). "Minimum Design Loads for Buildings and Other Structures." ASCE/SEI 7-05 Reston VA.

5. SDOF Demand Index Relationships for Performance-Based Seismic Design

Cited by 5 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Seismic design and analysis of a high-rise self-centering wall building: Case study;Frontiers of Structural and Civil Engineering;2023-11

2. Behaviour of self-centring shear walls—A state of the art review;Frontiers of Structural and Civil Engineering;2023-01

3. Experimental Investigation of the Seismic Performance of a Novel Bolt-Assembled Precast Panel Building Structure;Journal of Earthquake and Tsunami;2019-06

4. Experimental and numerical investigation of jointed self-centering concrete walls with friction connectors;Engineering Structures;2018-04

5. Cyclic testing of unbonded post-tensioned concrete wall systems with and without supplemental damping;Engineering Structures;2017-06