Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Experimental and Analytical Study of Low-Cycle Fatigue Behavior of Semi-Rigid Top-And-Seat Angle Connections
One common type of existing structure is the steel frame with semi-rigid connections. In previous studies, analytical models have been developed, the effects of floor slabs and masonry infills have been studied, and parametric response analyses have been performed. The report summarizes work on the low-cycle fatigue behavior of a common type of semi-rigid connection, those made of top and seat angles. Nineteen tests were performed using various load histories and they showed that the hysteretic energy-life and rotation-life models are applicable for this type of connection. The analysis showed that if the plastic hinge rotations are kept below 2%, the connection can sustain at least fifty cycles of complete load reversals. The report contains a valuable database on the cyclic behavior of one type of semi-rigid connection.
Experimental and Analytical Study of Low-Cycle Fatigue Behavior of Semi-Rigid Top-And-Seat Angle Connections
One common type of existing structure is the steel frame with semi-rigid connections. In previous studies, analytical models have been developed, the effects of floor slabs and masonry infills have been studied, and parametric response analyses have been performed. The report summarizes work on the low-cycle fatigue behavior of a common type of semi-rigid connection, those made of top and seat angles. Nineteen tests were performed using various load histories and they showed that the hysteretic energy-life and rotation-life models are applicable for this type of connection. The analysis showed that if the plastic hinge rotations are kept below 2%, the connection can sustain at least fifty cycles of complete load reversals. The report contains a valuable database on the cyclic behavior of one type of semi-rigid connection.
Experimental and Analytical Study of Low-Cycle Fatigue Behavior of Semi-Rigid Top-And-Seat Angle Connections
G. Pekcan (Autor:in) / J. B. Mander (Autor:in) / S. S. Chen (Autor:in)
1995
129 pages
Report
Keine Angabe
Englisch
Structural Analyses , Construction Materials, Components, & Equipment , Steel structures , Dynamic response , Structural analysis , Connectors , Earthquake resistant structures , Cyclic loads , Structural failure , Loads(Forces) , Earthquake engineering , Structural engineering , Fatigue(Materials) , Fatigue life , Construction materials
Cyclic behavior and low-cycle fatigue of semi-rigid connections (Part I: bolted angle connections)
| British Library Conference Proceedings | 2003
Behaviour of Top and Seat Angle Semi-rigid Connections
| Springer Verlag | 2013
Experimental response of top and seat angle semi-rigid steel frame connections
| Online Contents | 2000
Experimental response of top and seat angle semi-rigid steel frame connections
| Springer Verlag | 2000
Experimental response of top and seat angle semi-rigid steel frame connections
| Springer Verlag | 2000