When assessing timber roof structures on-site for any restoration project, engineers can be faced with elements that, over time, were poorly preserved, especially damaged joints in contact with moist masonry walls. Before dealing with any intervention technique, the mechanical behaviour of such carpentry connections must be properly understood. Therefore, it has to be determined how the joints fail, which parameters (i.e. geometrical configurations and mechanical properties of the joint) influence the appearance conditions of failure modes, and the way how the internal forces are distributed within the connection. Therefore, the present paper aims at overviewing three different typologies of Step Joints (SJ) which can often be encou...
In the article the authors present the practical design solutions regarding to structural timber roo...
The structural safety assessment of ancient timber structures requires the evaluation of the mechani...
A series of monotonic and cyclic tests were performed on unstrengthened specimens, in order to chara...
In the field of the built heritage restoration, engineers have to work with old structures made of b...
In the field of Built Heritage Restoration, engineers have to work with old structures made of poorl...
Joints play a major role in the structural behaviour of old timber frames [1]. Current standards mai...
When assessing the roof of existing buildings, engineers may be confronted with structural joints b...
The structural safety and behaviour of traditional timber structures depends significantly on the pe...
Tests on full-scale unstrengthened connections were performed under monotonic and cyclic loading. At...
Original unstrengthened timber connections and the effects of different strengthening techniques hav...
Being subject to the horizontal thrust from the carpentry, the Single Step Joint (SSJ) may be damage...
According to the American Wood Association, a tension perpendicular to the grain failure is the evil...
The static and dynamic behavior of timber structures largely depends on their connections. In tradit...
Mechanical timber connections can fail both in a brittle and a ductile manner depending on the joint...
Revised proofThis chapter focuses on the reinforcement of traditional timber carpentry joints accord...
In the article the authors present the practical design solutions regarding to structural timber roo...
The structural safety assessment of ancient timber structures requires the evaluation of the mechani...
A series of monotonic and cyclic tests were performed on unstrengthened specimens, in order to chara...
In the field of the built heritage restoration, engineers have to work with old structures made of b...
In the field of Built Heritage Restoration, engineers have to work with old structures made of poorl...
Joints play a major role in the structural behaviour of old timber frames [1]. Current standards mai...
When assessing the roof of existing buildings, engineers may be confronted with structural joints b...
The structural safety and behaviour of traditional timber structures depends significantly on the pe...
Tests on full-scale unstrengthened connections were performed under monotonic and cyclic loading. At...
Original unstrengthened timber connections and the effects of different strengthening techniques hav...
Being subject to the horizontal thrust from the carpentry, the Single Step Joint (SSJ) may be damage...
According to the American Wood Association, a tension perpendicular to the grain failure is the evil...
The static and dynamic behavior of timber structures largely depends on their connections. In tradit...
Mechanical timber connections can fail both in a brittle and a ductile manner depending on the joint...
Revised proofThis chapter focuses on the reinforcement of traditional timber carpentry joints accord...
In the article the authors present the practical design solutions regarding to structural timber roo...
The structural safety assessment of ancient timber structures requires the evaluation of the mechani...
A series of monotonic and cyclic tests were performed on unstrengthened specimens, in order to chara...