The paper examines the effects of soil-structure interaction on the dynamic behavior of the historical Carmine bell tower in Naples, damaged by the Sannio earthquake in 1456. The brickwork structure is 68m tall, endowed with direct foundations on a deformable deposit of man-made ground and alluvial sands, overlying volcanic tuff. The structural model was calibrated on existing data, the foundation and the geotechnical subsoil model were reconstructed according to recent investigations. Soil-structure interaction was simulated by simplified and advanced approaches, considering the input motion determined through seismic response analyses. The seismic action on the rock outcrop was defined, simulating the 1456 earthquake. Comparing the resul...
A tall public building in Naples (Italy) has recently undergone a seismic vulnerability assessment, ...
This paper presents the results of seismic vulnerability assessment of an ancient tower erected in t...
The most recent studies about the seismic behavior of the leaning Tower of Pisa that consider the so...
The paper examines the effects of soil-structure interaction on the dynamic behavior of the historic...
The research examines the effects of soil-structure interaction on the dynamic behavior of the histo...
The seismic safety of historical buildings may be affected by the interaction among soil, foundation...
The paper discusses the effect of the soil–foundation–structure interaction on the seismic assessmen...
The interaction between soil and structure (SSI) is a typical issue of structural and geotechnical e...
The paper discusses the effects of Soil-Foundation-Structure (SFS) interaction on the seismic respon...
The paper gives a preliminary insight into the seismic vulnerability of bell towers, discussing a re...
The manuscript deals with the dynamic interaction between the seismic response of a masonry bell-tow...
Advances in dynamic numerical analyses and investigation techniques nowadays allow to simulate the s...
In recent years the development of more and more advanced design softwares, able to take into accoun...
The paper investigates the potential relevance of soil-foundation-structure interaction for the dyna...
A tall public building in Naples (Italy) has recently undergone a seismic vulnerability assessment, ...
This paper presents the results of seismic vulnerability assessment of an ancient tower erected in t...
The most recent studies about the seismic behavior of the leaning Tower of Pisa that consider the so...
The paper examines the effects of soil-structure interaction on the dynamic behavior of the historic...
The research examines the effects of soil-structure interaction on the dynamic behavior of the histo...
The seismic safety of historical buildings may be affected by the interaction among soil, foundation...
The paper discusses the effect of the soil–foundation–structure interaction on the seismic assessmen...
The interaction between soil and structure (SSI) is a typical issue of structural and geotechnical e...
The paper discusses the effects of Soil-Foundation-Structure (SFS) interaction on the seismic respon...
The paper gives a preliminary insight into the seismic vulnerability of bell towers, discussing a re...
The manuscript deals with the dynamic interaction between the seismic response of a masonry bell-tow...
Advances in dynamic numerical analyses and investigation techniques nowadays allow to simulate the s...
In recent years the development of more and more advanced design softwares, able to take into accoun...
The paper investigates the potential relevance of soil-foundation-structure interaction for the dyna...
A tall public building in Naples (Italy) has recently undergone a seismic vulnerability assessment, ...
This paper presents the results of seismic vulnerability assessment of an ancient tower erected in t...
The most recent studies about the seismic behavior of the leaning Tower of Pisa that consider the so...
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