Experimental and numerical investigation of the parameters affecting the behavior of steel frames with masonry infill walls anchored with the ADAS yielding damper

References

• Abrams, Daniel Paul (Ed.). (1994). Proceedings from the NCEER workshop on seismic response of masonry infills. NCEER.
   Google Scholar
• Ahmady Jazany, R., Hajirasouliha, I., Moghadam, A. S., Kayhani, H., & Farshchi, H. (2016). Analytical study of the seismic performance of steel-braced frames with masonry infill. Journal of Structural Engineering, 142(10), 04016083.
   Web of Science ®Google Scholar
• Alam, M. S., Nehdi, M., & Amanat, K. M. (2009). Modelling and analysis of retrofitted and un-retrofitted masonry-infilled RC frames under in-plane lateral loading. Structure and Infrastructure Engineering, 5(2), 71–90.
   Web of Science ®Google Scholar
• Aliaari, M., & Memari, A. M. (2005). Analysis of masonry infilled steel frames with seismic isolator subframes. Engineering Structures, 27(4), 487–500.
   Web of Science ®Google Scholar
• American Society for Testing and Materials (ASTM). (2002). Standard test methods and definitions for mechanical testing of steel products, ASTM Standard A370-02, Philadelphia, PA.
   Google Scholar
• American Society for Testing and Materials (ASTM C 109/C 109M – 07). (2007). Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens).
   Google Scholar
• American Society for Testing and Materials (ASTM C 1314 – 03a). (2003). Standard Test Method for Compressive Strength of Masonry Prisms.
   Google Scholar
• American Society for Testing and Materials. (ASTM C 67 – 02c). (2002). Standard Test Methods for Sampling and Testing Brick and Structural Clay Tile.
   Google Scholar
• Asteris, P. G., Cavaleri, L., Di Trapani, F., & Sarhosis, V. (2016). A macro-modelling approach for the analysis of infilled frame structures considering the effects of openings and vertical loads. Structure and Infrastructure Engineering, 12(5), 551–566.
   Web of Science ®Google Scholar
• Chen, X., & Liu, Y. (2015). Numerical study of in-plane behaviour and strength of concrete masonry infills with openings. Engineering Structures, 82, 226–235.
   Web of Science ®Google Scholar
• Crisafulli, F. J., Carr, A. J., & Park, R. (2000). Analytical modelling of infilled frame structures-a general review. Bulletin-New Zealand Society for Earthquake Engineering, 33(1), 30–47.
   Google Scholar
• Dawe, J. L., & Seah, C. K. (1989). Behaviour of masonry infilled steel frames. Canadian Journal of Civil Engineering, 16(6), 865–876.
   Web of Science ®Google Scholar
• El-Dakhakhni, W. W., Elgaaly, M., & Hamid, A. A. (2003). Three-strut model for concrete masonry-infilled steel frames. Journal of Structural Engineering, 129(2), 177–185.
   Web of Science ®Google Scholar
• European Consortium of Earthquake Shaking Tables, & Fardis, M. N. (1996). Experimental and numerical investigations on the seismic response of RC infilled frames and recommendations for code provisions. Laboratorio Nacional de Engenharia Civil.
   Google Scholar
• Federal Emergency Management Agency (FEMA). (2000). Prestandard and commentary for the seismic rehabilitation of buildings. Report no. FEMA 356. Washington (DC): FEMA.
   Google Scholar
• FEMA-440. (2005). Improvement of nonlinear static seismic procedures. Washington, USA: Federal Emergency Management Agency, FEMA.
   Google Scholar
• Jazany, R. A., Hajirasouliha, I., & Farshchi, H. (2013). Influence of masonry infill on the seismic performance of concentrically braced frames. Journal of Constructional Steel Research, 88, 150–163.
   Web of Science ®Google Scholar
• Jiang, H., Liu, X., & Mao, J. (2015). Full-scale experimental study on masonry infilled RC moment-resisting frames under cyclic loads. Engineering Structures, 91, 70–84.
   Web of Science ®Google Scholar
• Koutromanos, I., Stavridis, A., Shing, P. B., & Willam, K. (2011). Numerical modeling of masonry-infilled RC frames subjected to seismic loads. Computers & Structures, 89(11–12), 1026–1037.
   Web of Science ®Google Scholar
• Liu, Y., & Manesh, P. (2013). Concrete masonry infilled steel frames subjected to combined in-plane lateral and axial loading–An experimental study. Engineering Structures, 52, 331–339.
   Web of Science ®Google Scholar
• Mainstone, R. J. (1971). Summary of paper 7360. On the stiffness and strengths of infilled frames. Proceedings of the Institution of Civil Engineers, 49(2), 230.
   Google Scholar
• Mainstone, R. J. (1974). Supplementary note on the stiffnesses and strengths of infilled frames. Building Research Establishment, Building Research Station.
   Google Scholar
• Markulak, D., Radić, I., & Sigmund, V. (2013). Cyclic testing of single bay steel frames with various types of masonry infill. Engineering Structures, 51, 267–277.
   Web of Science ®Google Scholar
• Moghaddam, H. A., & Dowling, P. J. (1987). The state of the art in infilled frames. London: Imperial College of Science and Technology, Civil Engineering Department.
   Google Scholar
• Mohammadi, M., & Akrami, V. (2010). An engineered infilled frame: Behavior and calibration. Journal of Constructional Steel Research, 66(6), 842–849.
   Web of Science ®Google Scholar
• Mohyeddin, A., Goldsworthy, H. M., & Gad, E. F. (2013). FE modelling of RC frames with masonry infill panels under in-plane and out-of-plane loading. Engineering Structures, 51, 73–87.
   Web of Science ®Google Scholar
• Mosalam, K. M., White, R. N., & Gergely, P. (1997). Static response of infilled frames using quasi-static experimentation. Journal of Structural Engineering, 123(11), 1462–4169.
   Web of Science ®Google Scholar
• Polyakov, S. V. (1960). On the interaction between masonry filler walls and enclosing frame when loaded in the plane of the wall. Translations in Earthquake Engineering, 2(3), 36–42.
   Google Scholar
• Quayyum, S., Alam, M. S., & Rteil, A. (2013). Seismic behavior of soft storey mid-rise steel frames with randomly distributed masonry infill. Steel and Composite Structures, 14(6), 523–545.
   Web of Science ®Google Scholar
• Rodrigues, H., Varum, H., & Costa, A. (2008). A non-linear masonry infill macro-model to represent the global behaviour of buildings under cyclic loading. International Journal of Mechanics and Materials in Design, 4(2), 123–135.
   Google Scholar
• Sarhosis, V., Tsavdaridis, K. D., & Giannopoulos, I. (2014). Discrete element modelling (DEM) for masonry infilled steel frames with multiple window openings subjected to lateral load variations. The Open Construction and Building Technology Journal, 8(1), 93–103.
   Google Scholar
• Smith, B. S. (1962). Lateral stiffness of infilled frames. Journal of the Structural Division, 88(6), 183–226.
   Google Scholar
• Smith, B. S. (1966). Behavior of square infilled frames. Journal of the Structural Division, 92(1), 381–404.
   Google Scholar
• Tasnimi, A. A., & Mohebkhah, A. (2011). Investigation on the behavior of brick-infilled steel frames with openings, experimental and analytical approaches. Engineering Structures, 33(3), 968–980.
   Web of Science ®Google Scholar
• Yuen, Y. P., & Kuang, J. S. (2015). Nonlinear seismic responses and lateral force transfer mechanisms of RC frames with different infill configurations. Engineering Structures, 91, 125–140.
   Web of Science ®Google Scholar