Response of the Residential Building Structureon Load Technical Seismicity due to Mining Activities
In the territories where high-intensity
earthquakes are frequent is paid attention to the solving of the
seismic problems. In the paper are described two
computational model variants based on finite element method
of the construction with different subsoil simulation (rigid or
elastic subsoil) is used. For simulation and calculations
program system based on method final elements ANSYS was
used. Seismic responses calculations of residential building
structure were effected on loading characterized by
accelerogram for comparing with the responses spectra
method.
[1] Kárník, V., Michal, V. und Molnár, A. "Erdbebenkatalog der ČSSR" (In
German.). Geophysical Proceedings , No. 61-71, Nakladatelství Czech
Academy of Science Publisher, Praha, 1957, pp. 411-598.
[2] Procházková, D., Šimůnek, P., "Regional Earthquake Catalogue and
Focal Regions in Central Europe". ACTA MONTANA IRSM AS CR,
Ser. A, No. 13(111), 1999, pp. 5-82.
[3] Klíma, K., Ruprechtová, L. and Špičák, A., "Rock burst in OKR from
April 27, 1983" - in Czech. In: Computational Data Processing of
Czech-Slovak Sesmic network, GfÚ Bratislava, 1986, pp. 35-48
[4] Kaláb, Z., Knejzlík, J. Sesmic waves amplitude increasing in
superincumbent formation Karviná region OKR, In Proc. of Conference
ÔÇ×Mineral Raw Materials and Mining Activity of the 21st Century", V┼áB
- Technical university of Ostrava, Czech Republic, 2001, ISBN 80-
7078-854-2, pp. 157-164.
[5] Kaláb, Z., Knejzlík, J. "Systematic measurement and preliminary
evaluation of seismic vibrations evoked by mining induced seismicity in
Karviná area". Publs. Inst. Geophys. Pol. Acad. Sc., Warszawa, 2002,
M-24(340), ISSN-0138-015X, pp. 95-103.
[6] Loads of technical structures by technical seismicity. Standard ─îSN 73
0040, 1996.
[7] Ansys User-s Guide for rev. 11.0, SAS IP Inc., 2007
[8] Structural reliability. Basic requirements for design, Standard ─îSN 73
0031, 1988.
[9] Kaláb, Z. at al. "Experimental measurements of technical seismic effect
on Earth's surface objects". ÚGN report Project GACz 105/04/1424,
ÚGN AV CR, Ostrava 2006
[10] Salajka, V., KanickÛ, V., SmutnÛ, J. and Hradil, P. "Seismic response of
structures". Research Report Project GACz 105/04/1424 Dep. Struct.
Mech., FAST, Tech. Univ. Brno, 2006
[1] Kárník, V., Michal, V. und Molnár, A. "Erdbebenkatalog der ČSSR" (In
German.). Geophysical Proceedings , No. 61-71, Nakladatelství Czech
Academy of Science Publisher, Praha, 1957, pp. 411-598.
[2] Procházková, D., Šimůnek, P., "Regional Earthquake Catalogue and
Focal Regions in Central Europe". ACTA MONTANA IRSM AS CR,
Ser. A, No. 13(111), 1999, pp. 5-82.
[3] Klíma, K., Ruprechtová, L. and Špičák, A., "Rock burst in OKR from
April 27, 1983" - in Czech. In: Computational Data Processing of
Czech-Slovak Sesmic network, GfÚ Bratislava, 1986, pp. 35-48
[4] Kaláb, Z., Knejzlík, J. Sesmic waves amplitude increasing in
superincumbent formation Karviná region OKR, In Proc. of Conference
ÔÇ×Mineral Raw Materials and Mining Activity of the 21st Century", V┼áB
- Technical university of Ostrava, Czech Republic, 2001, ISBN 80-
7078-854-2, pp. 157-164.
[5] Kaláb, Z., Knejzlík, J. "Systematic measurement and preliminary
evaluation of seismic vibrations evoked by mining induced seismicity in
Karviná area". Publs. Inst. Geophys. Pol. Acad. Sc., Warszawa, 2002,
M-24(340), ISSN-0138-015X, pp. 95-103.
[6] Loads of technical structures by technical seismicity. Standard ─îSN 73
0040, 1996.
[7] Ansys User-s Guide for rev. 11.0, SAS IP Inc., 2007
[8] Structural reliability. Basic requirements for design, Standard ─îSN 73
0031, 1988.
[9] Kaláb, Z. at al. "Experimental measurements of technical seismic effect
on Earth's surface objects". ÚGN report Project GACz 105/04/1424,
ÚGN AV CR, Ostrava 2006
[10] Salajka, V., KanickÛ, V., SmutnÛ, J. and Hradil, P. "Seismic response of
structures". Research Report Project GACz 105/04/1424 Dep. Struct.
Mech., FAST, Tech. Univ. Brno, 2006
@article{"International Journal of Architectural, Civil and Construction Sciences:51516", author = "V. Salajka and Z. Kaláb and J. Kala and P. Hradil", title = "Response of the Residential Building Structureon Load Technical Seismicity due to Mining Activities", abstract = "In the territories where high-intensity
earthquakes are frequent is paid attention to the solving of the
seismic problems. In the paper are described two
computational model variants based on finite element method
of the construction with different subsoil simulation (rigid or
elastic subsoil) is used. For simulation and calculations
program system based on method final elements ANSYS was
used. Seismic responses calculations of residential building
structure were effected on loading characterized by
accelerogram for comparing with the responses spectra
method.", keywords = "Accelerogram, ANSYS, mining induced seismic,residential building structure, spectra, subsoil.", volume = "3", number = "2", pages = "78-9", }