Abstract
In this study nonlinear static pushover and dynamic time-history analyses of an old heavily damaged masonry building situated in Sarajevo were performed. Two numerical macro-models were created using finite element program Diana 10.1. Engineering masonry constitutive law was used to describe highly nonlinear behavior of masonry walls. The first model represents the existing damaged structure. In the second model, which represents the rehabilitated structure, R.C. floors and internal walls were added to the building. Results indicate that significant cracking occurs in the existing structure and that collapse is expected for an earthquake with PGA of 0.1 g. Seismic response of the upgraded building characterized by limited nonlinear deformations was more favorable considering that the material properties assumed for masonry were the same for the existing and for the rehabilitated building.
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References
Hrasnica, M.: Damage assessment of masonry and historical buildings in Bosnia and Herzegovina. In: Ibrahimbegović, A., Zlatar, M. (eds.) Damage Assessment and Reconstruction After War or Natural Disaster. Springer, Berlin (2009)
Hrasnica, M., Medic, S.: Seismic strengthening of historical stone masonry structures in Bosnia Herzegovina. In: 15th World Conference on Earthquake Engineering. International Association for Earthquake Engineering (2012)
Hrasnica, M., Biberkić, F., Medić, S.: In-plane behavior of plain and strengthened solid brick masonry walls. Key Eng. Mater. 747, 694–701 (2017)
Page, A.W.: The biaxial compressive strength of brick masonry. Proc. Inst. Civil Eng. 71(2), 893–906 (1981)
Smilović, M.: Ponašanje i numeričko modeliranje zidanih konstrukcija pod statičkim i dinamičkim opterećenjem. Doktorska disertacija, Fakultet građevinarstva, arhitekture i geodezije, Sveučilište u Splitu (2014)
TNO DIANA: User’s manual. DIANA FEA BV, Delft (2016)
Medić, S., Hrasnica, M.: Modeling strategies for masonry structures. In: Hadžikadić, M., Avdaković, S. (eds.) Advanced Technologies, Systems, and Applications II, IAT 2017. Lecture Notes in Networks and Systems, vol. 28. Springer, Cham (2018)
IMK: Elaborat o stanju i stepenu oštećenja nosive konstrukcije objekta u ul. Instutut za materijale i konstrukcije Građevinskog fakulteta, Univerziteta u Sarajevu, Sikirića 2, Sarajevo (2009)
Medic, S., Ćuric, J., Imamovic, I., Ademovic, N., Dolarevic, S.: Illustrative examples of war destruction and atmospheric impact on reinforced concrete structures in Sarajevo. In: Damage Assessment and Reconstruction after War or Natural Disaster. NATO Science for Peace and Security Series C: Environmental Security. Springer, Dordrecht (2009)
Sorić, Z.: Zidane konstrukcije I. Zorislav Sorić, Zagreb (2004)
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Osmanović, N., Medić, S., Hrasnica, M. (2019). Seismic Assessment of Existing Masonry Building. In: Avdaković, S. (eds) Advanced Technologies, Systems, and Applications III. IAT 2018. Lecture Notes in Networks and Systems, vol 60. Springer, Cham. https://doi.org/10.1007/978-3-030-02577-9_7
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DOI: https://doi.org/10.1007/978-3-030-02577-9_7
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