Behaviour of headed studs subjected to cyclic shear in steel frames with reinforced concrete infill walls

Author:

Pallarés L.,Agüero Ramon-Llin A.,Martí-Vargas J.R.,Pallarés F.J.

Funder

Ministerio de Economía y Competitividad

Conselleria d'Educació, Investigació, Cultura i Esport

Publisher

Elsevier BV

Subject

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

Reference40 articles.

1. An innovative seismic-resistant steel frame with reinforced concrete infill walls;Dall'Asta;Eng. Struct.,2017

2. Dataset on the cyclic experimental behavior of Steel frames with Reinforced Concrete infill Walls;Morelli;Data in Brief Open Access,2018

3. Influence of shear stud distribution on the mechanical behavior of dissipative hybrid steel frames with r.c. infill walls;Morelli;Bull. Earthq. Eng.,2019

4. Study on the composite mechanism of large Rubber-Sleeved Stud connector;Zhuang;Constr. Build. Mater.,2014

5. Shear and tensile behaviors of headed stud connectors in double skin composite shear wall Steel and Composite;Yan;Int. J.,2018

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