Skip to content
RDL
Network
Ecosystem
Switch app
TR
About
FAQ
Sign in
Get started
Influence of column shear failure on pushover based assessment of masonry infilled reinforced concrete framed structures: A case study — Liborio Cavaleri (2017) | RDL Network
Back
Cite
Save
Save for later
Share
Home
Publications
Influence of column shear failure on pushover based assessment of masonry infilled reinforced concrete framed structures: A case study
Shared by
Panagiotis Asteris
Influence of column shear failure on pushover based assessment of masonry infilled reinforced concrete framed structures: A case study
Article
2017
en
Authors
+1 more
LC
Liborio Cavaleri
FT
Fabio Di Trapani
Panagiotis Asteris
Discussion
(0)
Sign in
to like and join the discussion.
No comments yet. Be the first to comment.
Related publications
Article
2017
INELASTIC RESPONSE OF MASONRY INFILLED REINFORCED CONCRETE STRUCTURES
Alkis Fotos
,
Filippos Foskolos
,
Athanasios K. Tsaris
,
Constantinos C. Repapis
,
Panagiotis Asteris
Article
2016
Fundamental period of infilled reinforced concrete frame structures
Panagiotis Asteris
,
Constantinos C. Repapis
,
Emmanouela Repapi
,
Liborio Cavaleri
Article
2021
A NUMERICAL STUDY ON A TIMBER-BASED SEISMIC RETROFIT INTERVENTION FOR MASONRY INFILLED CONCRETE FRAMES
Francesco Smiroldo
,
Davide Viel
,
Ivan Giongo
,
Maurizio Piazza
Article
2010
Shear behavior of exterior reinforced concrete beam-column joints
Fatih Alemdar
,
Halil Sezen
STRUCTURAL ENGINEERING AND MECHANICS
Article
2022
On the Seismic Behavior of Masonry Infilled Frame Structures
João Dias-Oliveira
,
Hugo Rodrigues
,
Panagiotis Asteris
,
Humberto Varum
Discussion(0)
No comments yet. Be the first to comment.