Simplification and verification of dual potential capacity model for reinforced concrete beams subjected to shear-Reference-Cited by-同舟云学术

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Simplification and verification of dual potential capacity model for reinforced concrete beams subjected to shear

Published:2017-02-16 Issue:2 Volume:18 Page:259-277
ISSN:1464-4177
Container-title:Structural Concrete
language:en
Short-container-title:Structural Concrete

Author:

Lee Deuck Hang¹^ORCID,Han Sun-Jin²,Hwang Jin-Ha²,Ju Hyunjin²,Kim Kang Su²

Affiliation:

1. Department of Civil and Environmental Engineering; University of Illinois at Urbana-Champaign; Urbana IL

2. Department of Architectural Engineering; University of Seoul; Seoul Korea

Funder

Ministry of Education, Science and Technology

Publisher

Wiley

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference42 articles.

1. Shear strength of members without transverse reinforcement as function of critical shear crack width;Muttoni;ACI Struct J,2008

2. Recent approaches to shear design of structural concrete;Ramirez;J Struct Eng,1998

3. Influence of shear on rotation capacity of reinforced concrete members without shear reinforcement;Vaz Rodrigues;ACI Struct J,2010

4. Disturbed stress field model for reinforced concrete: formulation;Vecchio;J Struct Eng,2000

5. Modified compression field theory for reinforced concrete elements subjected to shear;Vecchio;ACI J Proc,1986

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1. Uncertainty quantification in the strain response of prestressed reinforced concrete structures using fractile based sampling;Structure and Infrastructure Engineering;2024-01-09

2. Dual Potential Capacity Model for Deep Reinforced Concrete Members Strengthened by Fiber-Reinforced Polymer Composites;ACI Structural Journal;2024

3. Modification of Approximate Method of ACI 318 Prestressed Concrete Shear Provision;ACI Structural Journal;2023-05-01

4. Modifications to ACI 318 shear design method for prestressed concrete members: Detailed method;PCI Journal;2023

5. Nonlinear probabilistic shear panel analysis using advanced sampling techniques;STRUCT ENG MECH;2022

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