A study on the dynamic response of one-story building, made by yellow regular Neapolitan blocks and mortar with poor mechanical properties in a traditional texture of existing masonry structures is herein illustrated. The seismic response of the masonry building has been investigated by means of shake-table tests on 1/2-scale model. Seismic inputs of recent earthquakes Italy (e.g. L’Aquila 2009, Amatrice 2016) were used in order to investigate the seismic behavior of the sample. The paper reports the main aspects related to the specimen design procedure, the experimental test setup, experimental outcomes, crack patterns and failure mechanism of the as-built specimen
This paper describes the performance of a series of single‐story masonry houses observed during a sh...
In this experimental investigation shake table tests were conducted on two reduced models that repre...
This paper aims to assess and improve the seismic performance of an existing masonry building with f...
A study on the dynamic response of one-story building, made by yellow regular Neapolitan blocks and...
Masonry buildings worldwide exhibited severe damage and collapse in recent strong earthquake events...
The objective of this study is to determine seismic behaviour of masonry buildings with reinforced p...
In this report the results of an experimental analysis on masonry models tested on shaking table are...
In the last years the design of seismic resistant masonry buildings has used mainly experimental app...
Recent earthquakes gave further awareness on seismic risk and vulnerability of existing buildings, e...
peer reviewedThe field of application of unreinforced load-bearing masonry has been widely extended ...
peer reviewedThis paper presents results of a research on the development of specific constructional...
The combination of a series of structural and economic advantages like the high capacity to resist c...
This paper presents the main results of experimental tests concerning the reduction of the seismic v...
peer reviewedThe recent interest of engineers for unreinforced masonry structures has led to improve...
This paper presents the results of an experimental campaign whichis part of a wider research project...
This paper describes the performance of a series of single‐story masonry houses observed during a sh...
In this experimental investigation shake table tests were conducted on two reduced models that repre...
This paper aims to assess and improve the seismic performance of an existing masonry building with f...
A study on the dynamic response of one-story building, made by yellow regular Neapolitan blocks and...
Masonry buildings worldwide exhibited severe damage and collapse in recent strong earthquake events...
The objective of this study is to determine seismic behaviour of masonry buildings with reinforced p...
In this report the results of an experimental analysis on masonry models tested on shaking table are...
In the last years the design of seismic resistant masonry buildings has used mainly experimental app...
Recent earthquakes gave further awareness on seismic risk and vulnerability of existing buildings, e...
peer reviewedThe field of application of unreinforced load-bearing masonry has been widely extended ...
peer reviewedThis paper presents results of a research on the development of specific constructional...
The combination of a series of structural and economic advantages like the high capacity to resist c...
This paper presents the main results of experimental tests concerning the reduction of the seismic v...
peer reviewedThe recent interest of engineers for unreinforced masonry structures has led to improve...
This paper presents the results of an experimental campaign whichis part of a wider research project...
This paper describes the performance of a series of single‐story masonry houses observed during a sh...
In this experimental investigation shake table tests were conducted on two reduced models that repre...
This paper aims to assess and improve the seismic performance of an existing masonry building with f...