Masonry structures are complex systems that require detailed knowledge and information regarding their response under seismic excitations. Appropriate modelling of a masonry structure is a prerequisite for a reliable earthquake-resistant design and/or assessment. However, modelling a real structure with a robust quantitative (mathematical) representation is a very difficult, complex and computationally-demanding task. The paper herein presents a new stochastic computational framework for earthquake-resistant design of masonry structural systems. The proposed framework is based on the probabilistic behavior of crucial parameters, such as material strength and seismic characteristics, and utilizes fragility analysis based on different failure...
Unreinforced stone masonry made of low strength mortar has been used for centuries in forming old ty...
The seismic vulnerability evaluation of existing masonry churches is an important issue in earthquak...
Probabilistic-based type of analysis seems to constitute a state-of-art approach for earthquake engi...
A methodology aiming to predict the vulnerability of masonry structures under seismic action is pres...
A methodology aiming to predict the vulnerability of masonry structures under seismic action is pres...
This paper deals with the seismic vulnerability of monumental unreinforced masonry (URM) towers, the...
This is an Accepted Manuscript of an article published by Taylor & Francis Group in International Jo...
Still nowadays masonry structures represent most of the global built environment in seismic regions....
The evaluation of the seismic vulnerability in monumental buildings is a complex task. This is due t...
This chapter proposes a method for the vulnerability assessment of ordinary masonry buildings at ter...
Classical Finite-Element and Discrete-Element strategies are expensive to carry when analysing mason...
Existing heritage structures are frequently composed of diverse masonry typologies, corresponding ei...
Unreinforced stone masonry made of low strength mortar has been used for centuries in forming old ty...
The seismic vulnerability evaluation of existing masonry churches is an important issue in earthquak...
Probabilistic-based type of analysis seems to constitute a state-of-art approach for earthquake engi...
A methodology aiming to predict the vulnerability of masonry structures under seismic action is pres...
A methodology aiming to predict the vulnerability of masonry structures under seismic action is pres...
This paper deals with the seismic vulnerability of monumental unreinforced masonry (URM) towers, the...
This is an Accepted Manuscript of an article published by Taylor & Francis Group in International Jo...
Still nowadays masonry structures represent most of the global built environment in seismic regions....
The evaluation of the seismic vulnerability in monumental buildings is a complex task. This is due t...
This chapter proposes a method for the vulnerability assessment of ordinary masonry buildings at ter...
Classical Finite-Element and Discrete-Element strategies are expensive to carry when analysing mason...
Existing heritage structures are frequently composed of diverse masonry typologies, corresponding ei...
Unreinforced stone masonry made of low strength mortar has been used for centuries in forming old ty...
The seismic vulnerability evaluation of existing masonry churches is an important issue in earthquak...
Probabilistic-based type of analysis seems to constitute a state-of-art approach for earthquake engi...