Detail publikace

Response of panel building to mining induced seismicity in Karvina area (Czech Republic)

HRADIL, P. KALÁB, Z. KNEJZLÍK, J. KOŘÍNEK, R. SALAJKA, V. KANICKÝ, V.

Originální název

Response of panel building to mining induced seismicity in Karvina area (Czech Republic)

Anglický název

Response of panel building to mining induced seismicity in Karvina area (Czech Republic)

Jazyk

en

Originální abstrakt

A dynamic behaviour of technological structures and buildings under a non stationary dynamic loading is investigated by technical seismicity. The solution of this problem is based on field seismic measurements using a specific source of technical sismicity induced by the mining activity in the area under study (Karviná region in the Czech Republic). Finite element models arre prepared for computer analyses of seismic responses of measured structures. The twelve storey panel residential building was selected for the seismic analysis as a repersentative structure.

Anglický abstrakt

A dynamic behaviour of technological structures and buildings under a non stationary dynamic loading is investigated by technical seismicity. The solution of this problem is based on field seismic measurements using a specific source of technical sismicity induced by the mining activity in the area under study (Karviná region in the Czech Republic). Finite element models arre prepared for computer analyses of seismic responses of measured structures. The twelve storey panel residential building was selected for the seismic analysis as a repersentative structure.

Dokumenty

BibTex


@article{BUT47355,
  author="Petr {Hradil} and Z. {Kaláb} and Jaromír {Knejzlík} and Robert {Kořínek} and Vlastislav {Salajka} and Viktor {Kanický}",
  title="Response of panel building to mining induced seismicity in Karvina area (Czech Republic)",
  annote="A dynamic behaviour of technological structures and buildings under a non stationary dynamic loading is investigated by technical seismicity. The solution of this problem is based on field seismic measurements using a specific source of technical sismicity induced by the mining activity in the area under study (Karviná region in the Czech Republic). Finite element models arre prepared for computer analyses of seismic responses of measured structures. The twelve storey panel residential building was selected for the seismic analysis as a repersentative structure.",
  chapter="47355",
  journal="Acta Montanistica Slovaca",
  number="2",
  volume="14",
  year="2009",
  month="march",
  pages="143--151",
  type="journal article - other"
}