The dynamic investigation of a monument of historical heritage ‐ Vilnius Archcathedral Belfry ‐ is investigated. In 2002 six new bells were installed in Vilnius Archcathedral Belfry according to a modern location scheme and their ringing order was changed. Evidently, they caused different dynamic loads which were not completely controlled and their effect on historical buildings of the Old Town of Vilnius could hardly be predictable. The paper presents the results of dynamic investigation of the Archcathedral Belfry, subject to the influence of the bell system operation. The dynamic impact was evaluated by measuring the acceleration history under the conditions, when different combinations of bells were used. A contribution of the dynamic e...
The aim of the paper is to perform a preliminary assessment of the dynamic behavior of the bell towe...
The results of the long-term vibration monitoring program, carried out on the bell-tower of Santa Ma...
The research team from the Structural Dynamics Division of Civil Engineering Institute of Wrocław Un...
The dynamic investigation of a monument of historical heritage ‐ Vilnius Archcathedral Belfry ‐ is i...
The dynamic investigation of a monument of historical heritage – Vilnius Arch-Cathedral Belfry – sub...
The influence of city traffic‐induced vibration on Vilnius Arch‐Cathedral Belfry is investigated. Tw...
The paper presents a rational procedure for the structural assessment of bell towers with respect to...
The paper presents a rational procedure for the structural assessment of bell towers with respect to...
The aim of the paper is to perform a preliminary assessment of the dynamic behavior of the bell towe...
The influence of city traffic‐induced vibration on Vilnius Arch‐Cathedral Belfry is investigated. Tw...
The dissertation analyzes the church bells of the Grand Duchy of Lithuania and their founders. The w...
The aim of the paper is to perform a preliminary assessment of the dynamic behavior of the bell towe...
Slender structures, such as towers, are characterized by a high sensitivity to dynamic excitation. A...
The aim of the paper is to perform a preliminary assessment of the dynamic behavior of the bell towe...
[EN] The building of masonry bell towers was customary in Europe until the beginning of the twentiet...
The aim of the paper is to perform a preliminary assessment of the dynamic behavior of the bell towe...
The results of the long-term vibration monitoring program, carried out on the bell-tower of Santa Ma...
The research team from the Structural Dynamics Division of Civil Engineering Institute of Wrocław Un...
The dynamic investigation of a monument of historical heritage ‐ Vilnius Archcathedral Belfry ‐ is i...
The dynamic investigation of a monument of historical heritage – Vilnius Arch-Cathedral Belfry – sub...
The influence of city traffic‐induced vibration on Vilnius Arch‐Cathedral Belfry is investigated. Tw...
The paper presents a rational procedure for the structural assessment of bell towers with respect to...
The paper presents a rational procedure for the structural assessment of bell towers with respect to...
The aim of the paper is to perform a preliminary assessment of the dynamic behavior of the bell towe...
The influence of city traffic‐induced vibration on Vilnius Arch‐Cathedral Belfry is investigated. Tw...
The dissertation analyzes the church bells of the Grand Duchy of Lithuania and their founders. The w...
The aim of the paper is to perform a preliminary assessment of the dynamic behavior of the bell towe...
Slender structures, such as towers, are characterized by a high sensitivity to dynamic excitation. A...
The aim of the paper is to perform a preliminary assessment of the dynamic behavior of the bell towe...
[EN] The building of masonry bell towers was customary in Europe until the beginning of the twentiet...
The aim of the paper is to perform a preliminary assessment of the dynamic behavior of the bell towe...
The results of the long-term vibration monitoring program, carried out on the bell-tower of Santa Ma...
The research team from the Structural Dynamics Division of Civil Engineering Institute of Wrocław Un...