Follow
Eduardo Batista
Eduardo Batista
Professor de Estruturas, UFRJ, Escola Politécnica e COPPE
Verified email at coc.ufrj.br
Title
Cited by
Cited by
Year
Mechanical properties of glass fiber reinforced polymers members for structural applications
A Landesmann, CA Seruti, EM Batista
Materials Research 18, 1372-1383, 2015
992015
Effective section method: A general direct method for the design of steel cold-formed members under local–global buckling interaction
E de Miranda Batista
Thin-Walled Structures 48 (4-5), 345-356, 2010
712010
Experimental investigation concerning lipped channel columns undergoing local–distortional–global buckling mode interaction
ES dos Santos, EM Batista, D Camotim
Thin-Walled Structures 54, 19-34, 2012
692012
Local–global buckling interaction procedures for the design of cold-formed columns: Effective width and direct method integrated approach
E de Miranda Batista
Thin-Walled Structures 47 (11), 1218-1231, 2009
672009
Local–distortional–global interaction in lipped channel columns: Experimental results, numerical simulations and design considerations
PB Dinis, EM Batista, D Camotim, ES dos Santos
Thin-walled structures 61, 2-13, 2012
612012
LOCAL/DISTORTIONAL/GLOBAL MODE COUPLING IN FIXED LIPPED CHANNEL COLUMNS: BEHAVIOURAND STRENGTH
PB Dinis, D Camotim, EM Batista, E Santos
ISSN 1816-112X 115 (1), 113, 1989
401989
Advanced analysis of steel framed buildings using the Brazilian standard and Eurocode-3
A Landesmann, E de Miranda Batista
Journal of Constructional Steel Research 61 (8), 1051-1074, 2005
372005
Shape Grammar of steel cold-formed sections based on manufacturing rules
JMS Franco, JP Duarte, E de Miranda Batista, A Landesmann
Thin-Walled Structures 79, 218-232, 2014
282014
Projeto de estruturas de edificações com perfis tubulares de aço
AHM Araújo, AM Sarmanho, EM BATISTA, JAV REQUENA, RH FAKURY, ...
do Autor,, 2016
272016
Cold‐formed steel columns under L‐D‐G interaction: Experimental investigation
E Souza dos Santos, E de Miranda Batista, D Camotim
Steel Construction 7 (3), 193-198, 2014
212014
Experimental investigation of the mechanical properties of ZAR-345 cold-formed steel at elevated temperatures
A Landesmann, FCM Silva, EM Batista
Materials Research 17, 1082-1091, 2014
202014
Buckling behavior and strength of thin-walled stiffened trapezoidal CFS under flexural bending
JMS Franco, E de Miranda Batista
Thin-Walled Structures 117, 268-281, 2017
172017
Finite strip method computer application for buckling analysis of thin-walled structures with arbitrary cross-sections
JA Lazzari, EM Batista
REM-International Engineering Journal 74, 337-344, 2021
132021
Experimental investigation of composite floor system with thin-walled steel trussed beams and partially prefabricated concrete slab
LAA de Seixas Leal, E de Miranda Batista
Journal of Constructional Steel Research 172, 106172, 2020
132020
Composite floor system with cold‐formed trussed beams and prefabricated concrete slab: Selected and extended contribution of SDSS 2019
LAA de Seixas Leal, E de Miranda Batista
Steel Construction 13 (1), 12-21, 2020
122020
Cold-formed steel lipped channel columns undergoing local-distortional-global interaction: experimental and numerical investigation
ES Santos, PB Dinis, EM Batista, D Camotim
Missouri University of Science and Technology, 2014
122014
DSM design of lipped channel columns undergoing local/distortional/global mode interaction
N Silvestre, PB Dinis, D Camotim, EM Batista
Proceedings of the stability and ductility of steel structures, 2010
122010
Strengthening a reticulated spherical dome against local instabilities
RC Battista, MS Pfeil, EM Batista
Journal of Constructional Steel Research 57 (1), 15-28, 2001
122001
Modelling beam-to-girder semi-rigid composite connection with angles including the effects of concrete tension stiffness
TJL de Oliveira, E de Miranda Batista
Engineering structures 31 (8), 1865-1879, 2009
112009
Development of Brazilian steel construction
E de Miranda Batista, K Ghavami
Journal of Constructional Steel Research 61 (8), 1009-1024, 2005
112005
The system can't perform the operation now. Try again later.
Articles 1–20