Person

Miguel Fernández Ruiz

This person is no longer with EPFL

Related publications (138)

About
Privacy
Disclaimer

Graph Chatbot

Chat with Graph Search

Ask any question about EPFL courses, lectures, exercises, research, news, etc. or try the example questions below.

DISCLAIMER: The Graph Chatbot is not programmed to provide explicit or categorical answers to your questions. Rather, it transforms your questions into API requests that are distributed across the various IT services officially administered by EPFL. Its purpose is solely to collect and recommend relevant references to content that you can explore to help you answer your questions.

Miguel Fernández Ruiz

Graph Chatbot

Chat with Graph Search

Size effect in shear and punching shear failures of concrete members without transverse reinforcement: Differences between statically determinate members and redundant structures

The theoretical principles of the critical shear crack theory for punching shear failures and derivation of consistent closed-form design expressions

Validation of the Critical Shear Crack Theory for punching of slabs without transverse reinforcement by means of a refined mechanical model

Recent improvements of the Critical Shear Crack Theory for punching shear design and its simplification for code provisions

Response of RC panels accounting for crack development and its interaction with rebars

Influence of flanges on the shear-carrying capacity of reinforced concrete beams without web reinforcement

Efficiency Factors for Plastic Design in Concrete: Influence of Brittleness in Compression, High Tech Concrete: Where Technology and Engineering Meet

Interface Stresses in Cracked Concrete: Testing for Review of Its Fundamentals, High Tech Concrete: Where Technology and Engineering Meet

Electrically isolated and corrosion-resistant micropile or tie

Punching shear capacity of continuous slabs