Impact behavior of shear-failure-type RC beams without shear rebar
By N. Kishi, H. Mikami, K. Matsuoka, T. Ando. 2002
292 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering, Materials Chemistry
View Paper: https://www.semanticscholar.org/paper/8f529eccd543570c82ef19cede8a2373d53ffc64
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- Study on Impact Behavior and Impact Force of Bridge Pier Subjected to Vehicle Collision (2017, background): “[6], Kulkarni and Shah [7], and Banthia et al.”
- Reinforced concrete members under drop-weight impacts (2009, background): “Kishi and his coworkers conducted drop-weight impact tests in which a beam failed in either a bending or shear failure mode.(5,6) The impact forces, reactions and deflections of the beams were measured, and the absorbed energy of a beam was determined using the reaction forces at the supports and re”