Mechanical properties of glass fiber reinforced polymers members for structural applications A Landesmann, CA Seruti, EM Batista Materials Research 18, 1372-1383, 2015 | 101 | 2015 |
Short-to-intermediate slender pin-ended cold-formed steel equal-leg angle columns: Experimental investigation, numerical simulations and DSM design A Landesmann, D Camotim, PB Dinis, R Cruz Engineering Structures 132, 471-493, 2017 | 70 | 2017 |
Thermal performance-based analysis of minimum safe distances between fuel storage tanks exposed to fire F da Silva Santos, A Landesmann Fire safety journal 69, 57-68, 2014 | 68 | 2014 |
Distortional failure of cold-formed steel beams under uniform bending: Behaviour, strength and DSM design AD Martins, A Landesmann, D Camotim, PB Dinis Thin-Walled Structures 118, 196-213, 2017 | 63 | 2017 |
On the Direct Strength Method (DSM) design of cold-formed steel columns against distortional failure A Landesmann, D Camotim Thin-Walled Structures 67, 168-187, 2013 | 58 | 2013 |
Implementation of advanced analysis method for steel-framed structures under fire conditions A Landesmann, EM Batista, JLD Alves Fire safety journal 40 (4), 339-366, 2005 | 56 | 2005 |
Distortional failure and DSM design of cold-formed steel lipped channel beams under elevated temperatures A Landesmann, D Camotim Thin-Walled Structures 98, 75-93, 2016 | 48 | 2016 |
On the strength and DSM design of cold-formed steel web/flange-stiffened lipped channel columns buckling and failing in distortional modes A Landesmann, D Camotim, R Garcia Thin-Walled Structures 105, 248-265, 2016 | 43 | 2016 |
Fire-thermomechanical interface model for performance-based analysis of structures exposed to fire JCG Silva, A Landesmann, FLB Ribeiro Fire Safety Journal 83, 66-78, 2016 | 41 | 2016 |
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 | 37 | 2005 |
On the direct strength method design of columns against global failures PB Dinis, D Camotim, A Landesmann, AD Martins Thin-Walled Structures 139, 242-270, 2019 | 33 | 2019 |
Effect of clay minerals structure on the polymer flame retardancy intumescent process SP da Silva Ribeiro, L dos Santos Cescon, RQCR Ribeiro, ... Applied Clay Science 161, 301-309, 2018 | 31 | 2018 |
Modelo não-linear inelástico para análise de estruturas metálicas aporticadas em condições de incêndio A Landesmann COPPE/UFRJ, 2003 | 30 | 2003 |
Improving the Direct Strength Method prediction of column flexural-torsional failure loads PB Dinis, D Camotim, A Landesmann, AD Martins Thin-Walled Structures 148, 106461, 2020 | 28 | 2020 |
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 | 27 | 2014 |
DSM design of cold-formed steel columns failing in distortional modes at elevated temperatures A Landesmann, D Camotim, FCM Silva International Journal of Steel Structures 19 (3), 1023-1041, 2019 | 25 | 2019 |
On the distortional buckling, post-buckling and strength of cold-formed steel lipped channel columns under fire conditions A Landesmann, D Camotim Journal of Structural Fire Engineering 2 (1), 1-19, 2011 | 23 | 2011 |
Mode interaction in cold‐formed steel members: state‐of‐art report: Part 1: Fundamentals and local‐distortional coupling D Camotim, AD Martins, PB Dinis, B Young, MT Chen, A Landesmann Steel Construction 13 (3), 165-185, 2020 | 22 | 2020 |
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 | 21 | 2014 |
Mode interaction in cold‐formed steel members: state‐of‐art report: Part 2: Couplings involving global buckling D Camotim, AD Martins, PB Dinis, B Young, MT Chen, A Landesmann Steel Construction 13 (3), 186-207, 2020 | 19 | 2020 |