A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Analysis of timber frames with localized nonlinearities
A methodology of nonlinear analysis of timber frame structures with flexible connections has been developed in this paper. The methodology is based on the results of experimental investigation of connections behavior under static and cycling loading. The adopted numerical method is based on the concept of localized nonlinearity which facilitates the reproduction of the experimentally determined connections behavior in the analysis of frame structures. The methodology is also applicable to other types of timber structures.
Analysis of timber frames with localized nonlinearities
A methodology of nonlinear analysis of timber frame structures with flexible connections has been developed in this paper. The methodology is based on the results of experimental investigation of connections behavior under static and cycling loading. The adopted numerical method is based on the concept of localized nonlinearity which facilitates the reproduction of the experimentally determined connections behavior in the analysis of frame structures. The methodology is also applicable to other types of timber structures.
Analysis of timber frames with localized nonlinearities
Mešić Esad (author)
2003
Article (Journal)
Electronic Resource
Unknown
Metadata by DOAJ is licensed under CC BY-SA 1.0
| Wiley | 2023
Nonlinearities in the Analysis of Frames
| British Library Conference Proceedings | 1995
| British Library Conference Proceedings | 1994
Analysis of Frames with Traditional Timber Connections
| British Library Conference Proceedings | 1996
| SAGE Publications | 1987