Ultimate behavior of bolted T-stubs. I: Theoretical model

Journal of Structural Engineering

Volumn 127, Issue 6, 2001, Pages 686-693

  Piluso, V ^a   Faella, C ^a   Rizzano, G ^a  

^a UNIVERSITY OF SALERNO   (Italy)

Author keywords

[No Author keywords available]

Indexed keywords

BEAMS AND GIRDERS; ELASTIC MODULI; LOADS (FORCES); MODELS; PLASTIC DEFORMATION; STRUCTURAL ANALYSIS;

BOLTED STUBS;

BOLTED JOINTS;

EID: 0035369746     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2001)127:6(686)     Document Type: Article

References (20)

1. Aspects Actuels sur le Dimensionnement Plastique des Assemblages en Construction Métallique
2. Reliability of Eurocode 3 procedures for predicting beam-to-column joint behaviour
3. Some proposals to improve EC3-Annex J approach for predicting the moment-rotation curve of extending end plate connections
4. Prediction of the flexural resistance of bolted connections with angle
5. Experimental analysis of bolted connections: Snug versus preloaded bolts
6. The stiffness model of Revised Annex J of Eurocode 3
7. Ultimate behavior of bolted T-stubs. II: Experimental analysis
8. RILEM draft recommendation - Tension testing of metallic structural materials for determining stress-strain relations under monotonic and uniaxial tensile loading
9. Experimental results for seismic resistant steel moment frame connections
10. Modeling for momentrotation characteristics for end-plate connections
11. Moment-rotation curves for bolted connections