Geotechnical aspects on seismic retrofit
Apstrakt
In the paper numerical analysis of foundation of damaged masonry structure using finite element method is presented. Retrofitting of those structures has been performed using technology DC90. By retrofit design, the foundation structure is confined with the foundation collar, connected by anchors and in which the vertical stiffening elements are anchored. Numerical quantification of benefit of seismic retrofit of building foundation in terms of future excitations was done. Additionally, the soil structure interaction issue has been addressed.
Ključne reči:
Seismic retrofit / fonudationIzvor:
Procedia Structural Integrity - ECF22 - Loading and environmental effects on structural integrity, 2018, 13, 410-414Izdavač:
- Elsevier Science Bv, Amsterdam
DOI: 10.1016/j.prostr.2018.12.068
ISSN: 2452-3216
WoS: 000459860900067
Scopus: 2-s2.0-85064666132
Kolekcije
Institucija/grupa
Inovacioni centarTY - CONF AU - Žugić, Željko AU - Sedmak, Simon AU - Folić, Boris PY - 2018 UR - https://machinery.mas.bg.ac.rs/handle/123456789/2910 AB - In the paper numerical analysis of foundation of damaged masonry structure using finite element method is presented. Retrofitting of those structures has been performed using technology DC90. By retrofit design, the foundation structure is confined with the foundation collar, connected by anchors and in which the vertical stiffening elements are anchored. Numerical quantification of benefit of seismic retrofit of building foundation in terms of future excitations was done. Additionally, the soil structure interaction issue has been addressed. PB - Elsevier Science Bv, Amsterdam C3 - Procedia Structural Integrity - ECF22 - Loading and environmental effects on structural integrity T1 - Geotechnical aspects on seismic retrofit EP - 414 SP - 410 VL - 13 DO - 10.1016/j.prostr.2018.12.068 ER -
@conference{ author = "Žugić, Željko and Sedmak, Simon and Folić, Boris", year = "2018", abstract = "In the paper numerical analysis of foundation of damaged masonry structure using finite element method is presented. Retrofitting of those structures has been performed using technology DC90. By retrofit design, the foundation structure is confined with the foundation collar, connected by anchors and in which the vertical stiffening elements are anchored. Numerical quantification of benefit of seismic retrofit of building foundation in terms of future excitations was done. Additionally, the soil structure interaction issue has been addressed.", publisher = "Elsevier Science Bv, Amsterdam", journal = "Procedia Structural Integrity - ECF22 - Loading and environmental effects on structural integrity", title = "Geotechnical aspects on seismic retrofit", pages = "414-410", volume = "13", doi = "10.1016/j.prostr.2018.12.068" }
Žugić, Ž., Sedmak, S.,& Folić, B.. (2018). Geotechnical aspects on seismic retrofit. in Procedia Structural Integrity - ECF22 - Loading and environmental effects on structural integrity Elsevier Science Bv, Amsterdam., 13, 410-414. https://doi.org/10.1016/j.prostr.2018.12.068
Žugić Ž, Sedmak S, Folić B. Geotechnical aspects on seismic retrofit. in Procedia Structural Integrity - ECF22 - Loading and environmental effects on structural integrity. 2018;13:410-414. doi:10.1016/j.prostr.2018.12.068 .
Žugić, Željko, Sedmak, Simon, Folić, Boris, "Geotechnical aspects on seismic retrofit" in Procedia Structural Integrity - ECF22 - Loading and environmental effects on structural integrity, 13 (2018):410-414, https://doi.org/10.1016/j.prostr.2018.12.068 . .