This paper presents an evaluation of overstrength based on an experimental study on large-scale dowelled connections in Cross Laminated Timber (CLT). In order to avoid brittle failure and ensure that ductile system behaviour and energy dissipation can be achieved under seismic loading, the overstrength of specified ductile components needs to be well understood. In timber structures, ductility is often achieved through plastic deformation of steel fasteners in connections. Overstrength is generally defined as the difference between the analytical strength, based on design-codes using characteristic material strengths, and the 95th percentile of the true strength distribution. Two main contributing factors to overstrength are the con...
The paper discusses the implications of ductility in design of timber structures under static and dy...
This paper presents an experimental study to assess the structural performance of dowelled cross-lam...
For safety reasons, ductile failure in timber connections with dowel-type fasteners is always recomm...
This paper presents an evaluation of overstrength based on an experimental study on large-scale dowe...
In timber structures, connections traditionally provide ductility and energy dissipation under seis...
This paper presents an evaluation of overstrength based on an experimental study on dowelled connect...
The PhD research reported in this thesis explores the seismic performance of dowel-type connections ...
This paper presents an experimental study on ductility and overstrength of dowelled connections. Con...
In the last decade, several tall timber buildings have been constructed in Europe, North America an...
Cross-laminated Timber (CLT) is gaining popularity in Australasia as a building material for multist...
In the perspective of seismic engineering the adoption of Capacity Design principles requires that d...
According to Eurocode 8 moderate to high dissipative behaviour of timber structures requires suffici...
Timber connections can fail in a ductile or in a brittle way. A structural design that guarantees a ...
In the seismic design of structures according to the dissipative structural behaviour, the connectio...
This paper presents an experimental study on 12 large-scale dowelled CLT connections under monotonic...
The paper discusses the implications of ductility in design of timber structures under static and dy...
This paper presents an experimental study to assess the structural performance of dowelled cross-lam...
For safety reasons, ductile failure in timber connections with dowel-type fasteners is always recomm...
This paper presents an evaluation of overstrength based on an experimental study on large-scale dowe...
In timber structures, connections traditionally provide ductility and energy dissipation under seis...
This paper presents an evaluation of overstrength based on an experimental study on dowelled connect...
The PhD research reported in this thesis explores the seismic performance of dowel-type connections ...
This paper presents an experimental study on ductility and overstrength of dowelled connections. Con...
In the last decade, several tall timber buildings have been constructed in Europe, North America an...
Cross-laminated Timber (CLT) is gaining popularity in Australasia as a building material for multist...
In the perspective of seismic engineering the adoption of Capacity Design principles requires that d...
According to Eurocode 8 moderate to high dissipative behaviour of timber structures requires suffici...
Timber connections can fail in a ductile or in a brittle way. A structural design that guarantees a ...
In the seismic design of structures according to the dissipative structural behaviour, the connectio...
This paper presents an experimental study on 12 large-scale dowelled CLT connections under monotonic...
The paper discusses the implications of ductility in design of timber structures under static and dy...
This paper presents an experimental study to assess the structural performance of dowelled cross-lam...
For safety reasons, ductile failure in timber connections with dowel-type fasteners is always recomm...