Assessment of the Energy Balance Method in the Case of Masonry Domes
Masonry dome structures had been widely used for covering large spans in the past. The seismic assessment of these historical structures is very complicated due to the nonlinear behavior of the material, their rigidness, and special stability configuration. The assessment method based on energy balance concept, as well as the standard pushover analysis, is used to evaluate the effectiveness of these methods in the case of masonry dome structures. The Soltanieh dome building is used as an example to which two methods are applied. The performance points are given from superimposing the capacity, and demand curves in Acceleration Displacement Response Spectra (ADRS) and energy coordination are compared with the nonlinear time history analysis as the exact result. The results show a good agreement between the dynamic analysis and the energy balance method, but standard pushover method does not provide an acceptable estimation.
Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1340250Procedia APA BibTeX Chicago EndNote Harvard JSON MLA RIS XML ISO 690 PDF Downloads 617
 lawson, R.S., Vance, V. and Krawinkler, H. (1194). “Nonlinear Static Pushover Analysis- Why, When and How”, 5th US conf. Earthquake Engineering, Vol. 1, Chicago, IL.
 Hernández-Montes, E., Kwon, O. S., and Aschheim, M. A. (2002). “An energy-based formulation for first- and multiple-mode nonlinear static (pushover) analyses”, Journal of Earthquake Engineering; 8(1), 69–88.
 Mezzi, M., Comodini, F., Lucarelli, M., Parducci, A., and Tomassoli, E. (2006), “Pseudoenergy response spectra for the evaluation of the seismic response from pushover analysis”, 1st European Conf. on Earthquake Engineering and Seismology, Switzerland.
 Lee, S.-S., and Goel, S. C. (2004), “Performance-based design of steel moment frames using a target drift and yield mechanism”, Research Rep. No. UMCEE 01-17, Dept. of Civil and Environmental Engineering, Univ. of Michigan, Ann Arbor, Mich.
 Lee, S. Saewon, W. and Goel, S.C. (2008), “An Energy Based Method for Seismic Evaluation of Structures”, the 14th World Conf. on Earthquake Engineering, Beijing, China.
 Lee, S. Saewon, W. and Goel, S.C. (2009), “Application of Energy Balance Concept in Seismic Evaluation of Structures”, Journal of Structural Engineering, 135(2); 113-121.
 Vasseghi. A, Eshghi. S, Jabbarzadeh. M.J, Nateghi. F. (2004), “Seismic Vulnerability Analysis of the Historic Sultaniya Dome”, 13th World Conference on Earthquake Engineering, Vancouver, B.C., Canada, Paper No. 1309.
 G.C. Manos, V.J. Soulis, A. Diagoum. (2008).” Numerical investigation of the behaviour of the church of Agia Triada, Drakotrypa, Greece”, Advances in Engineering Software, 39: 284–300.
 Colby C. Swan and Ahmet S. Cakmak. (1993), “Nonlinear quasi-static and seismic analysis of the Hagia Sophia using an effective medium approach”, Soil Dynamic and Earthquake Engineering, 12: 259-271.
 Ashkan, M and Ahmad, Y. (2009), “Persian domes: History, Morphology and Typology”, ArchNet, IJAR, 3(3): 98-115, 1 September 2013, http://archnet.org/publications/5296.