Analytical Model for Predicting Shear Strengths of Interior Reinforced Concrete Beam-Column Joints for Seismic Resistance

By Shyh‐Jiann Hwang, Hung-Jen Lee. 2000

257 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/32c191bfa2a2eb5b7b163c183b85e430f0ca99ce

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In Building and Construction

1. Shyh‐Jiann Hwang

In Civil and Structural Engineering

1. Shyh‐Jiann Hwang

Citations in the corpus

• Shear strength of high‐strength concrete dapped‐end beams (2003, background): “6, the vertical shear resisted by the strut-and-tie model at a dapped end can be expressed as (Hwang and Lee, 1999) Fig.”