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R

Roberto Tartaglia

university of sannio

20H指数
119论文数
1.3K被引数
收录论文 31
发表时间
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Cyclic response of S355JR T-stub connections tied-to-rigid base subjected to ECCS protocolS355JR T型连接件在ECCS协议下的循环响应
errJournal of Constructional Steel Research
IF4.3
err2026-09-01
err0
PREAI
errTartaglia, Roberto; D'Aniello, Mario; Latour, Massimo
err分享
err收藏
Steel exoskeleton systems for seismic retrofit: Connection design and performance
errEngineering Structures
IF6.4
err2026-07-13
err0
errOAAI
errAlessandro Prota; Roberto Tartaglia; Raffaele Landolfo
err分享
err收藏
Dissipative joints in robustness-related scenarios – Experimental and numerical investigations耗散连接在鲁棒性相关场景中的应用——实验与数值研究
errJournal of Constructional Steel Research
IF4.3
err2026-03-12
err0
PREAI
errTudor Golea; Roberto Carlevaris; Roberto Tartaglia; Mario D'Aniello; Massimo Latour; Vincenzo Piluso; Raffaele Landolfo; Jean-François Demonceau
err分享
err收藏
Extended Stiffened End-Plate Steel Joints with Octagonal Bolt Arrangement Under Column Loss Scenario带八边形螺栓排列的延伸加劲端板钢节点在柱失效场景下的性能
errApplied Sciences-Basel
IF2.5
err2026-01-10
err0
errOAAI
errMonte, Francesco; Tartaglia, Roberto; Maddaloni, Giuseppe
err分享
err收藏
Monotonic behaviour of 4-bolt row connections: Analytical and numerical analyses四螺栓排连接的单调行为：解析与数值分析
errJournal of Constructional Steel Research
IF4.3
err2025-10-14
err0
PREAI
errRoberto Tartaglia; Francesco Monte; Jean François Demonceau; Giuseppe Maddaloni
err分享
err收藏
Seismic design and testing of EC8-1-2-compliant unstiffened end-plate beam-to-column joints符合EC8-1-2规范的未加劲端板梁柱节点的抗震设计与试验研究
errJournal of Constructional Steel Research
IF4.3
err2025-08-28
err0
PREAI
errRoberto Tartaglia; Mario D'Aniello; Jean-François Demonceau; Raffaele Landolfo
err分享
err收藏
Seismic performance of stiffened end-plate steel joints with non-symmetric octagonal bolts arrangement加劲端板钢连接在非对称八边形螺栓布置下的抗震性能
errJournal of Constructional Steel Research
IF4.3
err2025-06-30
err0
PREAI
errRoberto Tartaglia; Francesco Monte; Giuseppe Maddaloni
err分享
err收藏
Seismic-resistant CFS walls braced with pre-tensioned UHS steel bars: Design and construction of a building mockup
errTHIN-WALLED STRUCTURES
IF6.6
err2025-03-01
err0
PREAI
errFiorino, Luigi; Campiche, Alessia; Tartaglia, Roberto; Landolfo, Raffaele
err分享
err收藏
Influence of Column-Base Connections on Seismic Behavior of Single-Story Steel Buildings
errBUILDINGS
IF3.1
err2024-11-13
err0
errOAAI
errProta, Alessandro; Tartaglia, Roberto; Landolfo, Raffaele
err分享
err收藏
Seismic upgrade of a non-code compliant multi-storey steel building: A case study
errJOURNAL OF BUILDING ENGINEERING
IF7.4
err2024-10-01
err2
errOAAI
errMilone, Aldo; Tartaglia, Roberto; D'Aniello, Mario; Landolfo, Raffaele
err分享
err收藏
Shake-table tests on steel moment-resisting frames with detachable yielding zones
errEARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS
IF5
err2024-07-19
err4
PREAI
errLandolfo, Raffaele; DAniello, Mario; Safaei, Shayan; Tartaglia, Roberto; Di Sarno, Luigi; Le Maoult, Alain; Rastiello, Giuseppe
err分享
err收藏
Experimental tests for the evaluation of the seismic performance of the innovative CFS wall
errTHIN-WALLED STRUCTURES
IF6.6
err2024-05-01
err5
errOAAI
errCampiche, Alessia; Tartaglia, Roberto; Fiorino, Luigi; Landolfo, Raffaele
err分享
err收藏
Steel Beam-to-Column Friction Joint under a Column Loss Scenario
errBUILDINGS
IF3.1
err2024-03-13
err2
errOAAI
errTartaglia, Roberto; Carlevaris, Roberto; D'Aniello, Mario; Landolfo, Raffaele
err分享
err收藏
Seismic strengthening of isolated RC framed structures through orthogonal steel exoskeleton: Bidirectional non-linear analyses
errENGINEERING STRUCTURES
IF6.4
err2024-03-01
err9
errOAAI
errProta, Alessandro; Tartaglia, Roberto; Di Lorenzo, Gianmaria; Landolfo, Raffaele
err分享
err收藏
Seismic pre-qualification tests of EC8-compliant external extended stiffened end-plate beam-to-column joints
errENGINEERING STRUCTURES
IF6.4
err2023-09-01
err17
PREAI
errD'Aniello, Mario; Tartaglia, Roberto; Landolfo, Raffaele; Jaspart, Jean-Pierre; Demonceau, Jean-Francois
err分享
err收藏
Effect of lightweight steel partitions on seismic behaviour of moment resisting frames
errJOURNAL OF CONSTRUCTIONAL STEEL RESEARCH
IF4.3
err2023-07-01
err4
PREAI
errPoursadrollah, A.; Tartaglia, R.; Fiorino, L.; Shakeel, S.; Landolfo, R.
err分享
err收藏
Design procedure for orthogonal steel exoskeleton structures for seismic strengthening
errENGINEERING STRUCTURES
IF6.4
err2023-01-01
err26
PREAI
errDi Lorenzo, Gianmaria; Tartaglia, Roberto; Prota, Alessandro; Landolfo, Raffaele
err分享
err收藏
Seismic performance of Eurocode-compliant ductile steel MRFs
errEARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS
IF5
err2022-05-26
err39
errOAAI
errTartaglia, Roberto; D'Aniello, Mario; Landolfo, Raffaele
err分享
err收藏
Seismic Retrofitting of Existing Industrial Steel Buildings: A Case-Study
errMATERIALS
IF3.2
err2022-05-03
err18
errOAAI
errTartaglia, Roberto; Milone, Aldo; Prota, Alessandro; Landolfo, Raffaele
err分享
err收藏
Retrofit of non-code conforming moment resisting beam-to-column joints: A case study
errJOURNAL OF CONSTRUCTIONAL STEEL RESEARCH
IF4.3
err2022-02-01
err30
PREAI
errTartaglia, Roberto; Milone, Aldo; D'Aniello, Mario; Landolfo, Raffaele
err分享
err收藏

研究方向

暂时未获取到该数据
合作学者
合作期刊
L
Luigi Di Sarno
H 指数: 38 · 论文数: 300
M
Mario D’Aniello
H 指数: 38 · 论文数: 205
M
Massimo Latour
H 指数: 34 · 论文数: 206
L
Luigi Fiorino
H 指数: 30 · 论文数: 120
J
Jean‐Pierre Jaspart
H 指数: 26 · 论文数: 401
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