Compressive behavior of UHPFRC under quasi-static and seismic strain rates considering the effect of fiber content-Reference-Cited by-同舟云学术

Compressive behavior of UHPFRC under quasi-static and seismic strain rates considering the effect of fiber content

Published:2018-11 Issue: Volume:188 Page:633-644
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Krahl Pablo Augusto,de Miranda Saleme Gidrão Gustavo,Carrazedo Ricardo

Funder

CNPq

Publisher

Elsevier BV

Subject

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

Reference37 articles.

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4. High-strength steel reinforced squat UHPFRC shear walls: cyclic behavior and design implications;Hung;Eng. Struct.,2017

5. Performance of Full-Scale Ultra-High Performance Fiber Reinforced Concrete Column Subjected to Extreme Earthquake Type Loading and Effect of Surface Preparation on the Cohesion and Friction Factors of the AASHTO Interface Shear Equation;Palacios,2015

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