Numerical modeling and behavior of ductile short-grouted reinforcing bar-to-foundation connections for precast concrete structures-Reference-Cited by-同舟云学术

Numerical modeling and behavior of ductile short-grouted reinforcing bar-to-foundation connections for precast concrete structures

Published:2021-04 Issue: Volume:233 Page:111900
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Aragon Theresa C.,Kurama Yahya C.,Meinheit Donald F.

Funder

National Science Foundation

Precast/Prestressed Concrete Institute

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference33 articles.

1. ASTM Subcommittee A01.05. 2016. “Standard Specification for Deformed and Plain Low-Alloy Steel Bars for Concrete Reinforcement.” ASTM A706/A706M. West Conshohocken, PA: ASTM International.

2. Seismic Design Guidelines for Solid and Perforated Hybrid Precast Concrete Shear Walls;Smith;PCI Journal,2014

3. Perforated Hybrid Precast Shear Walls for Seismic Regions;Smith;ACI Struct J,2015

4. Seismic design of partially post-tensioned precast concrete walls;Kurama;PCI J,2005

5. A Type III Grouted Seismic Connector for Precast Concrete Structures;Aragon;PCI Journal,2017

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