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Information Journal Paper

Title

SEISMIC RISK ASSESSMENT OF TRANI’S CATHEDRAL BELL TOWER IN APULIA, ITALY

Pages

  259-267

Abstract

 The present paper deals with the evaluation of the seismic vulnerability of slender historical buildings; these structures, in fact, may manifest a high risk with respect to seismic actions as usually they have been designed to resist to gravitational loads only, and are characterized by a high flexibility. To evaluate this behavior, the bell tower of the Trani’s Cathedral is investigated.The tower is 57 m tall and is characterized by an unusual building typology, i.e., the walls are composed of a concrete core coupled with external masonry stones. The dynamic parameters and the mechanical properties of the tower have been evaluated on the basis of an extensive experimental campaign that made use of ambient vibration tests and ground penetrating radar tests. Such data have been utilized to calibrate a numerical model of the examined tower. A linear static analysis, a dynamic analysis and a NONLINEAR STATIC ANALYSIS have been carried out on such model to evaluate the displacement capacity of the tower and the seismic risk assessment in accordance with the Italian guidelines.

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    Cite

    APA: Copy

    DIAFERIO, MARIELLA, & FOTI, DORA. (2017). SEISMIC RISK ASSESSMENT OF TRANI’S CATHEDRAL BELL TOWER IN APULIA, ITALY. INTERNATIONAL JOURNAL OF ADVANCED STRUCTURAL ENGINEERING, 9(3), 259-267. SID. https://sid.ir/paper/319877/en

    Vancouver: Copy

    DIAFERIO MARIELLA, FOTI DORA. SEISMIC RISK ASSESSMENT OF TRANI’S CATHEDRAL BELL TOWER IN APULIA, ITALY. INTERNATIONAL JOURNAL OF ADVANCED STRUCTURAL ENGINEERING[Internet]. 2017;9(3):259-267. Available from: https://sid.ir/paper/319877/en

    IEEE: Copy

    MARIELLA DIAFERIO, and DORA FOTI, “SEISMIC RISK ASSESSMENT OF TRANI’S CATHEDRAL BELL TOWER IN APULIA, ITALY,” INTERNATIONAL JOURNAL OF ADVANCED STRUCTURAL ENGINEERING, vol. 9, no. 3, pp. 259–267, 2017, [Online]. Available: https://sid.ir/paper/319877/en

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