Heritage masonry buildings in urban settlements and the requirements of Eurocodes: Experience of Slovenia

International Journal of Architectural Heritage

Volumn 1, Issue 1, 2007, Pages 108-130

  Tomaževič, Miha ^a   Lutman, Marjana ^a  

^a SLOVENIAN NATIONAL BUILDING AND CIVIL ENGINEERING INSTITUTE   (Slovenia)

Author keywords

Codes; Damage limitation; Heritage masonry buildings; Requirements; Seismic behavior

Indexed keywords

CODES (STANDARDS); EARTHQUAKES; MASONRY CONSTRUCTION; MASONRY MATERIALS; RETROFITTING; SEISMIC DESIGN; TEXTILES;

CODES; DAMAGE LIMITATION; MASONRY BUILDING; REQUIREMENTS; SEISMIC BEHAVIOR;

WALLS (STRUCTURAL PARTITIONS);

EID: 84973654333     PISSN: 15583058     EISSN: 15583066     Source Type: Journal    
DOI: 10.1080/15583050601126186     Document Type: Article

References (17)

1. Eurocode 8. (1996). Eurocode 8: Design Provisions for Earthquake Resistance of Structures - Part 1-4: General Rules - Strengthening and Repair of Buildings. ENV 1998;1-4:1996. Brussels: CEN.
2. Eurocode 8. (2004). Eurocode 8: Design of Structures for Earthquake Resistance, Part 1: General Rules, Seismic Actions and Rules for Buildings. EN 1998;1:2004. Brussels: CEN.
3. Eurocode 8. (2005). Eurocode 8: Design of Structures for Earthquake Resistance, Part 3: Assessment and Retrofitting of Buildings. EN 1998;3:2005. Brussels: CEN.
4. European Standard. Methods of Tests for Masonry - Part 1: Determination of Compressive Strength. EN 1052;1:1998. Brussels: CEN.
5. Fajfar, P., Poljanšek, K., Dolšek, M., Peruš, I., Fischinger, M. (2004). Vulnerable deposits on firm rock (in Slovene). Daily Delo. Ljubljana, Slovenia: July (29): 16.
6. Giuffre, A. 1990. Mechanics of historical masonry and strengthening criteria. Proceedings of the XV Regional Seminar on Earthquake Engineering. Rome: Edizioni Kappa: 60-122.
7. Lourenço, P.B. 2002. Computations on historic masonry structures. Progress in Structural Engineering and Materials. 4 (3): 301-319.
8. Taškov, L., Bojadžiev, M., Krstevska, L. 1984. Ambient vibration tests of old masonry buildings in Ljubljana (in Serbian). Reports 84-135, 84-143. Skopje, Macedonia: IZIIS.
9. Tomaževič, M. 2000. Seismic redesign of existing masonry buildings. European Earthquake Engineering 14(3): 59-66.
10. Tomaževič, M., and Apih, V. 1993. The strengthening of stone-masonry walls by injecting the masonry-friendly grouts. European Earthquake Engineering. 7 (1): 10-20.
11. Tomaževič, M., Klemenc, I., Lutman, M. 2000. Strengthening of existing stone-masonry houses: lessons from the earthquake of Bovec of April 12, 1998. European Earthquake Engineering. 14(1): 13-22.
12. Tomaževič, M., and Lutman, M. 1996. Seismic behaviour of masonry walls: modeling of hysteretic rules. Journal of Structural Engineering ASCE. 122(9): 1048-1054.
13. Tomaževič, M., Lutman, M., Klemenc, I., Weiss, P. 2005. Behaviour ofmasonry buildings during the earthquake of Bovec of July 12, 2004. European Earthquake Engineering. 19(1): 3-14.
14. Tomaževič, M., Lutman, M., Velechovsky, T. 1993. Aseismic strengthening of old stonemasonry buildings: is the replacement of wooden floors with R.C. slabs always necessary? European Earthquake Engineering. 7(2): 34-46.
15. Tomaževič, M., Lutman, M., Weiss, P. 1996. Seismic upgrading of old brick-masonry urban houses: tying of walls with steel ties. Earthquake Spectra. 12(3): 599-622.
16. Tomaževič, M., Turnšek, V. 1982. Verification of the seismic resistance of masonry buildings. Proceedings of the British Ceramic Society, No.30. Stoke-on-Trent: Shelton House. 360-369.
17. Turnšek, V., and Čačovič, F. 1971. Some experimental results on the strength of brick masonry walls. Proceedings of the 2nd International Brick-Masonry Conference. Stoke-on-Trent: British Ceramic Society, 149-156.