The partial collapse of a building in Colombia caused severe damage to its structural components -- An implosion was realized to induce the collapse of 50% of the deteriorated building -- To evaluate the influence of the implosion on the remaining structure, a monitoring survey was realized using triaxial accelerometers -- Time signals associated with ambient, seismic and forced vibration were obtained -- A study of the records in the time and the frequency domain was made -- The analysis of the information allowed determining some structural properties that were useful to calibrate the analytical model of the structur
The paper describes the strategy adopted to assess the structural condition of the tallest historic ...
Results of the dynamic monitoring carried out on a school building located in central Italy during t...
Abstract A primary school in Rotonda was monitored during an on-going seismic sequence in the Pollin...
The partial collapse of a building in Colombia caused severe damage to its structural components. An...
On 12 October 2013, the 24-storey high ‘Space’ building collapsed in Medellín, Colombia. The buildin...
The paper is focused on the post-earthquake assessment of the Civic Tower, an emblematic historic st...
The paper is focused on the post-earthquake assessment of the Civic Tower, an emblematic historic st...
The paper is focused on the post-earthquake assessment of the Civic Tower, an emblematic historic s...
This paper presents the development of an exposure model for the residential building stock in Antio...
This research work aims to improve earthquake alarm systems which is focused to monitor civil constr...
The structures damage conditions assessment requires numerous precautions to ensure the safety of pe...
In this paper, remote and in situ techniques to estimate the dynamic response of a building to ambie...
The growing interest towards the use of permanent monitoring system is due to the importance of asse...
A seismic sequence that included a moment magnitude MW=5.9 earthquake struck three regions of Northe...
More than 150 steel frame buildings experienced failure in their beam-column connections as a result...
The paper describes the strategy adopted to assess the structural condition of the tallest historic ...
Results of the dynamic monitoring carried out on a school building located in central Italy during t...
Abstract A primary school in Rotonda was monitored during an on-going seismic sequence in the Pollin...
The partial collapse of a building in Colombia caused severe damage to its structural components. An...
On 12 October 2013, the 24-storey high ‘Space’ building collapsed in Medellín, Colombia. The buildin...
The paper is focused on the post-earthquake assessment of the Civic Tower, an emblematic historic st...
The paper is focused on the post-earthquake assessment of the Civic Tower, an emblematic historic st...
The paper is focused on the post-earthquake assessment of the Civic Tower, an emblematic historic s...
This paper presents the development of an exposure model for the residential building stock in Antio...
This research work aims to improve earthquake alarm systems which is focused to monitor civil constr...
The structures damage conditions assessment requires numerous precautions to ensure the safety of pe...
In this paper, remote and in situ techniques to estimate the dynamic response of a building to ambie...
The growing interest towards the use of permanent monitoring system is due to the importance of asse...
A seismic sequence that included a moment magnitude MW=5.9 earthquake struck three regions of Northe...
More than 150 steel frame buildings experienced failure in their beam-column connections as a result...
The paper describes the strategy adopted to assess the structural condition of the tallest historic ...
Results of the dynamic monitoring carried out on a school building located in central Italy during t...
Abstract A primary school in Rotonda was monitored during an on-going seismic sequence in the Pollin...