COMPLEX STATIC AND DYNAMIC PROTECTION OF HISTORIC BUILDINGS FROM THE EFFECTS OF NATURAL SEISMICITY

Authors

  • Jiří Witzany CTU in Prague, Faculty of Civil Engineering, Deparment of Building Structures, Prague, Thákurova 7, Czech Republic
  • Radek Zigler CTU in Prague, Faculty of Civil Engineering, Deparment of Building Structures, Prague, Thákurova 7, Czech Republic
  • Tomáš Čejka CTU in Prague, Faculty of Civil Engineering, Deparment of Building Structures, Prague, Thákurova 7, Czech Republic
  • Aneta Libecajtová CTU in Prague, Faculty of Civil Engineering, Deparment of Building Structures, Prague, Thákurova 7, Czech Republic

DOI:

https://doi.org/10.14311/CEJ.2019.03.0026

Keywords:

Masonry, Natural seismicity, Protection, Structure response

Abstract

The issues of the response of buildings to dynamic loading effects caused by natural seismicity have become a focus of great interest worldwide. According to the latest observations and calculations, the seismic hazard for buildings, mainly in seismically active regions of the Czech Republic, has increased, together with the area of the territories where buildings must be assessed for seismic effects. It is primarily historic and listed buildings with vaulted structures, or even partially damaged ones, that are exceptionally sensitive to the deformations of the supporting structure due to natural seismicity, and their response to these effects is often accompanied by the appearance of structural failures.

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References

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ČSN 730040 Loads on structures by technical seismicity and their response (UNMZ Praha)

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Published

2019-10-31

How to Cite

Witzany, J., Zigler, R., Čejka, T., & Libecajtová, A. (2019). COMPLEX STATIC AND DYNAMIC PROTECTION OF HISTORIC BUILDINGS FROM THE EFFECTS OF NATURAL SEISMICITY. Stavební Obzor - Civil Engineering Journal, 28(3). https://doi.org/10.14311/CEJ.2019.03.0026

Issue

Vol. 28 No. 3 (2019)

Section

Articles

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