Shear Database for Reinforced Concrete Members without Shear Reinforcement

By K. Reineck, D. Kuchma, Kang-Su Kim, S. Marx. 2003

241 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/6d5701ee9a632082cbe2c72cb951424087623d85

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Building and Construction

1. K. Khayat
2. Adam C. Smith
3. Jeffery Volz
4. M. Arezoumandi
5. Nicolas Roussel
6. M. Sonebi

In Civil and Structural Engineering

1. K. Khayat
2. Adam C. Smith
3. Jeffery Volz
4. M. Arezoumandi
5. Nicolas Roussel
6. C. Shi
7. Zemei Wu
8. Weina Meng

Citations in the corpus

• An experimental study on flexural strength of reinforced concrete beams with 100% recycled concrete aggregate (2014, background): “The four key parameters that affect concrete contribution to shear strength include depth of member or size effect (d), shear span to depth ratio (a/d), compressive strength of concrete (f 0 c), and longitudinal reinforcement ratio (q) [26].”