A new discrete macro-element in an analytical platform for seismic assessment of unreinforced masonry buildings

• Published in: Engineering structures 2017-12, Vol.152, p.381-396
• Main Authors: Aghababaie Mobarake, A., Khanmohammadi, M., Mirghaderi, S.R.
• Format: Article
• Language: English
• Subjects: Aseismic buildings; Building construction; Building failures; Buildings; Computer simulation; Constitutive equations; Constitutive relationships; Design engineering; Discrete macro-modeling; Earthquake construction; Failure modes; In-plane response; Masonry; Mathematical models; Nonlinear analysis; Phenomenology; Piers; Seismic activity; Seismic design; Seismology; Spandrels; Structural analysis; Two dimensional models; Ultimate tensile strength; Unreinforced masonry walls; URM panels
• ISSN: 0141-0296; 1873-7323
• DOI: 10.1016/j.engstruct.2017.09.013

•A practical platform for numerical simulation of unreinforced masonry buildings is proposed.•The proposed method represents in-plane flexural and shear responses of URM piers and spandrels.•Satisfactory prediction of the failure modes, strength, drift and hysteretic behavior. This paper proposes a practice-oriented platform for numerical simulation of Unreinforced Masonry (URM) buildings. It is based on introducing a new two-dimensional discrete model compatible with most existing structural analysis softwares. The proposed platform comprises of two individual two-dimensional macro-elements, a basic macro-element for modeling the piers and spandrels and a rigid-interface macro-element for modeling the nodal regions. A complete set of constitutive equations and behavioral specifications is proportionally characterized and discussed for the basic macro-element based on its phenomenology and the past experimental studies. The proposed approach provides a rather simple and efficient platform for linear or nonlinear static and dynamic analyses by considering the in-plane behavior of the URM panels. The validation of the proposed analytical platform is conducted using the results of the past experimental tests on a considerable number of piers, spandrels and a perforated wall. The comparisons indicate that the predicted failure mode and hysteretic behavior as well as the ultimate strength and displacement capacity of these specimens are in a satisfactory agreement. In particular, derivation and interpretation of the results in the proposed approach are straightforward and simple; hence, engineers can use this approach for seismic design or retrofit studies. The proposed platform can be further developed and effectively used for modeling a large building or numerous buildings.