Nuno Miguel Rosa Pereira Silvestre
AuthID: R-000-DTF
31
TITLE: Novel progressive failure model for quasi-orthotropic pultruded FRP structures: Formulation and calibration of parameters (Part I) Full Text
AUTHORS: Gonilha, JA ; Silvestre, N; Correia, JR; Tita, V; Martins, D ;
PUBLISHED: 2021, SOURCE: COMPOSITE STRUCTURES, VOLUME: 255
AUTHORS: Gonilha, JA ; Silvestre, N; Correia, JR; Tita, V; Martins, D ;
PUBLISHED: 2021, SOURCE: COMPOSITE STRUCTURES, VOLUME: 255
32
TITLE: Novel progressive failure model for quasi-orthotropic pultruded FRP structures: Application to compact tension and web-crippling case studies (Part II) Full Text
AUTHORS: Gonilha, JA ; Silvestre, N; Correia, JR; Tita, V; Almeida Fernandes, L;
PUBLISHED: 2021, SOURCE: COMPOSITE STRUCTURES, VOLUME: 255
AUTHORS: Gonilha, JA ; Silvestre, N; Correia, JR; Tita, V; Almeida Fernandes, L;
PUBLISHED: 2021, SOURCE: COMPOSITE STRUCTURES, VOLUME: 255
33
TITLE: Structural safety of pultruded FRP pro fi les for global buckling. Part 2: Reliability-based evaluation of safety formats and partial factor calibration Full Text
AUTHORS: Pacheco, J ; Sa, MF; Correia, JR ; Silvestre, N; Sorensen, JD;
PUBLISHED: 2021, SOURCE: COMPOSITE STRUCTURES, VOLUME: 257
AUTHORS: Pacheco, J ; Sa, MF; Correia, JR ; Silvestre, N; Sorensen, JD;
PUBLISHED: 2021, SOURCE: COMPOSITE STRUCTURES, VOLUME: 257
34
TITLE: Damage Detection in Lightweight Structures Using Artificial Intelligence Techniques
AUTHORS: Tavares, A; Di Lorenzo, E; Peeters, B; Coppotelli, G; Silvestre, N;
PUBLISHED: 2021, SOURCE: EXPERIMENTAL TECHNIQUES, VOLUME: 45, ISSUE: 3
AUTHORS: Tavares, A; Di Lorenzo, E; Peeters, B; Coppotelli, G; Silvestre, N;
PUBLISHED: 2021, SOURCE: EXPERIMENTAL TECHNIQUES, VOLUME: 45, ISSUE: 3
35
TITLE: Structural safety of pultruded FRP profiles for global buckling. Part 1: Approach to material uncertainty, resistance models, and model uncertainties Full Text
AUTHORS: Sa, MF; Pacheco, J; Correia, JR; Silvestre, N; Sorensen, JD;
PUBLISHED: 2021, SOURCE: COMPOSITE STRUCTURES, VOLUME: 257
AUTHORS: Sa, MF; Pacheco, J; Correia, JR; Silvestre, N; Sorensen, JD;
PUBLISHED: 2021, SOURCE: COMPOSITE STRUCTURES, VOLUME: 257
INDEXED IN: 
WOS
WOS36
TITLE: Exterior beam-to-column bolted connections between GFRP I-shaped pultruded profiles using stainless steel cleats. Part 1: Experimental study Full Text
AUTHORS: Martins, D ; Gonilha, J ; Correia, JR; Silvestre, N;
PUBLISHED: 2021, SOURCE: THIN-WALLED STRUCTURES, VOLUME: 163
AUTHORS: Martins, D ; Gonilha, J ; Correia, JR; Silvestre, N;
PUBLISHED: 2021, SOURCE: THIN-WALLED STRUCTURES, VOLUME: 163
37
TITLE: Effect of fibre layup and bearing length on the web-crippling behaviour of pultruded GFRP profiles Full Text
AUTHORS: Almeida Fernandes, L; Correia, JR; Silvestre, N;
PUBLISHED: 2021, SOURCE: COMPOSITE STRUCTURES, VOLUME: 267
AUTHORS: Almeida Fernandes, L; Correia, JR; Silvestre, N;
PUBLISHED: 2021, SOURCE: COMPOSITE STRUCTURES, VOLUME: 267
38
TITLE: Direct Strength Method for Web-Crippling Design of Pultruded GFRP Beams Full Text
AUTHORS: Almeida Fernandes, L; Silvestre, N; Correia, JR ;
PUBLISHED: 2021, SOURCE: JOURNAL OF COMPOSITES FOR CONSTRUCTION, VOLUME: 25, ISSUE: 4
AUTHORS: Almeida Fernandes, L; Silvestre, N; Correia, JR ;
PUBLISHED: 2021, SOURCE: JOURNAL OF COMPOSITES FOR CONSTRUCTION, VOLUME: 25, ISSUE: 4
39
TITLE: Exterior beam-to-column bolted connections between GFRP I-shaped pultruded profiles using stainless steel cleats, Part 2: Prediction of initial stiffness and strength
AUTHORS: Martins, D; Gonilha, J ; Correia, JR; Silvestre, N;
PUBLISHED: 2021, SOURCE: THIN-WALLED STRUCTURES, VOLUME: 164
AUTHORS: Martins, D; Gonilha, J ; Correia, JR; Silvestre, N;
PUBLISHED: 2021, SOURCE: THIN-WALLED STRUCTURES, VOLUME: 164
40
TITLE: Monotonic and cyclic behaviour of cuff beam-to-column connection system for tubular pultruded GFRP profiles Full Text
AUTHORS: Martins, D; Gonilha, J ; Correia, JR; Silvestre, N;
PUBLISHED: 2021, SOURCE: ENGINEERING STRUCTURES, VOLUME: 247
AUTHORS: Martins, D; Gonilha, J ; Correia, JR; Silvestre, N;
PUBLISHED: 2021, SOURCE: ENGINEERING STRUCTURES, VOLUME: 247
