Nonlinear analysis of flat slab‐column connections to optimize the use of <scp>HPFRC</scp> under monotonic vertical loading-Reference-Cited by-同舟云学术

Nonlinear analysis of flat slab‐column connections to optimize the use of HPFRC under monotonic vertical loading

Published:2022-11-09 Issue: Volume: Page:
ISSN:1464-4177
Container-title:Structural Concrete
language:en
Short-container-title:Structural Concrete

Author:

Díaz Rafael Sanabria¹^ORCID,Isufi Brisid²^ORCID,Trautwein Leandro Mouta¹^ORCID,Ramos António Pinho²³^ORCID

Affiliation:

1. School of Civil Engineering, Architecture and Urban Design University of Campinas (UNICAMP) Campinas Brazil

2. Department of Civil Engineering NOVA School of Science and Technology Caparica Portugal

3. CERIS Civil Engineering Research and Innovation for Sustainability Lisbon Portugal

Funder

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior

Fundação para a Ciência e a Tecnologia

Publisher

Wiley

Subject

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

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/suco.202200826

Reference46 articles.

1. High performance fiber reinforced concrete: progress in knowledge and design codes

2. BlazyJ NunesS SousaC PimentelM.Development of an HPFRC for use in flat slabs. In: RILEM‐fib International Symposium on Fibre Reinforced Concrete I;2020. p.209–220.

3. AFGC.Ultra high performance fibre‐reinforced concretes. Interim Recommendations AFGC publication France;2013.

4. Japanese Society of Civil Engineers.Recommendations to the Japanese provisional recommendations for the design and construction of ultra high strength fiber‐reinforced concrete (UFC);2006.

5. American Concrete Institute Subcommittee 239C.Emerging technology report (ETR): an overview of the methods for the structural design of ultra‐high performance concrete;2019.

Cited by 1 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. Flat slab‐edge column connections subjected to outward and inward eccentricity: Numerical modeling and comparison with codes;Structural Concrete;2024-04-16