Significant ground motion parameters for evaluation of the seismic performance of slender masonry towers

Journal of Earthquake Engineering

Volumn 5, Issue 2, 2001, Pages 187-204

  Casolo, Siro ^a  

^a POLITECNICO DI MILANO   (Italy)

Author keywords

Fibre model; Ground motion intensity; Hazard; Masonry tower; Potential damage; Vulnerability

Indexed keywords

EID: 0035533358     PISSN: 13632469     EISSN: None     Source Type: Journal    
DOI: 10.1142/S1363246901000406     Document Type: Article

References (22)

1. Arias, A. [1970] "A measure of earthquake intensity," Seismic Design of Nuclear Plants, ed. R. J. Hansen, The Mass. Inst. Tech. Press, pp. 438-483.
2. Benedetti, D. and Carydis, P. [1999] "Influence of the vertical component on damage during shallow-nearfield earthquakes," Eur. Earthq. Engrg. XIII(3), 3-12.
3. Benioff, H. [1934] "The physical evaluation of seismic destructiveness," Bull. Seism. Soc. Am. 24, 398-403.
4. Bertero, V. V. [1989] Lessons Learned from Recent Catastrophic Earthquakes and Associated Research, I.C.C.E.T., Madrid.
5. Binda, L., Gatti G., Mangano G., Poggi C. and Sacchi Landriani G. [1992] "The collapse of the civic tower of Pavia: a survey of the materials and structure," Masonry Int. 6(1), 11-20.
6. Calvi, G. M. and Priestley, M. J. N. [1990] "Post collapse analyses of a medieval masonry tower," Fifth North American Masonry Conference, University of Illinois at Urbana-Champaign, June 3-6.
7. Casolo, S. [1998] "A three-dimensional model for vulnerability analysis of slender medieval masonry towers," J. Earthq. Engrg. 2(4), 487-512.
8. Casolo, S. [2000] "Modelling the out-of-plane seismic behaviour of masonry walls by rigid elements," Earthq. Engrg. Struct. Dyn. 29(12), 1797-1813.
9. Fajfar, P., Vidic, T., and Fischinger, M., [1989] "Seismic demand in medium- and long-period structures," Earthq. Engrg. Struc. Dyn. 18, 1133-1144.
10. Fajfar, P., Vidic, T., and Fischinger, M., [1990] "A measure of earthquake motion capacity to damage medium-period structures," Soil Dyn. Earthq. Engrg. 9, 236-242.
11. Housner, G. W. [1952] "Intensity of ground motion during strong earthquake," Calif. Inst. Tech., Earthq. Res. Lab., August.
12. Housner, G. W. and Jennings, P. C. [1964] "Generation of artificial earthquakes," J. Eng. Mech. Div. ASCE 90 (EMI), Proceedings Paper 3806.
13. Housner, G. W. [1970] "Strong ground motion," in Earthquake Engineering, ed. Wiegel (Prentice-Hall), pp. 75-91.
14. Novikova E. I. and Trifunac M. D. [1994] "Duration of strong ground motion in terms of earthquake magnitude, epicentral distance, site conditions and site geometry," Earthq. Engrg. Struc. Dyn. 23, 1023-1043.
15. Papazoglou, A. J. and Elnashai, A. S. [1996] "Analytical and field evidence of the damaging effect of vertical earthquake ground motion," Earthq. Engrg. Struc. Dyn. 25, 1105-1137.
16. Park, Y. J. and Ang A. H.-S. [1985] "Mechanistic seismic damage model for reinforced concrete," J. Struc. Engrg. ASCE 111(4), 722-739.
17. Petrini, V. [1995] "Overview report on vulnerability assessment," Proc. 5th Int. Conf. on Seismic Zonation, Nice, III, pp. 1977-1988.
18. Sucuoglu, H. and Nurtug, A. [1995] "Earthquake ground motion characteristics and seismic energy dissipation," Earthq. Engrg. Struc. Dyn. 24, 1195-1213.
19. Tomaževič, M. [1999] "Correlation between damage and seismic resistance of masonry walls and buildings," in Seismic Damage to Masonry Buildings, ed. A. Bernardini (Balkema, Rotterdam), pp. 161-167.
20. Trifunac, M. D. and Brady, A. G. [1975] "A study on the duration of strong earthquake ground motion," Bull. Seism. Soc. Am. 65, 581-626.
21. Uang, C.-M. and Bertero, V. V. [1990] "Evaluation of seimic energy in structures," Earthq. Engrg. Struc. Dyn. 19, 77-90.
22. Wen, Y. K., Ang, A. H.-S. and Park, Y. J. [1988] "Seismic damage analysis and design of reinforced concrete buildings for tolerable damage," Proc. 9th World Conf. Earthq. Engrg. 8, Tokyo.