Nonlinear model for nonprestressed and prestressed slab-column connections under lateral load effects-Reference-Cited by-同舟云学术

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Nonlinear model for nonprestressed and prestressed slab-column connections under lateral load effects

Published:2022-02 Issue: Volume:252 Page:113625
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Zhou Yan,Hueste Mary Beth D.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference33 articles.

1. Shake Table Tests and Analytical Studies on the Gravity Load Collapse of Reinforced Concrete Frames;Elwood,2002

2. Nonlinear Modeling of Flat-Plate Systems;Kang;ASCE J Struct Eng,2009

3. Open system for earthquake engineering simulation;McKenna,2000

4. Nonlinear Punching Shear Failure Model for Interior Slab-Column Connections;Hueste;ASCE J Struct Eng,1999

5. DRAIN-2DM: Technical Notes and User's Guide;Tang,1988

Cited by 3 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. Corrigendum to “Nonlinear model for nonprestressed and prestressed slab-column connections under lateral load effects” [Eng. Struct. 252 (2022) 113625];Engineering Structures;2023-12

2. Effect of slab dimensions on the maximum stress and ultimate vertical load of a 15-story flat slab building;Journal of Physics: Conference Series;2023-11-01

3. A machine-learning-based model for seismic performance assessment of interior slab-column connections;Soil Dynamics and Earthquake Engineering;2023-08

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