Document Type : Original Article
Authors
1 Department of civil engineering, Arak Branch, Islamic Azad University, Arak, Iran.
2 Department of Civil Engineering, Arak Branch, Islamic Azad university, Arak, Iran
3 Department of civil engineering, Tehran West Branch, Islamic Azad University, Tehran, Iran
4 Department of architectural engineering, Arak Branch, Islamic Azad University, Arak, Iran.
5 Department of Civil Engineering, Arak Branch, Islamic Azad University, Arak, Iran
Abstract
Highlights
[1] Hashemi, S. A. (2007). Seismic evaluation of reinforced concrete buildings including effects of masonry infill walls, Phd Dissertation, College of Engineering, University of California, Berkeley.
[2] Albert, M.L., Elwi, A. E, and Cheng, J. J. (2001). Strengthening of unreinforced masonry walls using FRPs. Journal of Composites for Construction, 5 (2), 76–84.
[3] Schwartz J, Mojsilovic´ N, Becker C, et al. (2011) Cyclic shear load tests on seismically strengthened masonry walls. In: Proceedings of the 11th North American masonry conference (NAMC), Minneapolis, MN, 5–8 June, pp. 1331– 1342. Available at: http://www.schwartz.arch.ethz.ch/ Publikationen/Dokumente/mauerwerk.pdf
[4] El-Dakhakhni, W., Hamid, A. A., and Elgaaly, M. (2004). Seismic retrofit of concrete-masonry-infilled steel frame with glass fiber-reinforced polymer laminates. Journal of Structural Engineering, 130 (9), 1343–1352.
[5] Altın, S., Anıl, O¨, Kopraman, Y., and Belgin, C.. (2010). Strengthening masonry infill walls with reinforced plaster. Proceedings of the Institution of Civil Engineers - Structures and Buildings, 163 (5), 331–342.
[6] Jung, W. Y., and Aref, A. J. (2005). Analytical and numerical studies of polymer matrix composite sandwich infill panels. Composite Structures, 68 (3), 359–370.
[7] Sahota, M. K., and Riddington, J. R. (2001). Experimental investigation into using lead to reduce vertical load transfer in infilled frames. Engineering Structures, 23 (1), 94–101.
[8] Ju, R. S, Lee, H. J., Chen, C. C., and Tao, C. C. (2012). Experimental study on separating reinforced concrete infill walls from steel moment frames. Journal of Constructional Steel Research, 71 (1), 119–128.
[9] Markulak, D., Radic, I., and Sigmund, V. (2013). Cyclic testing of single bay steel frames with various types of masonry infill. Engineering Structures, 51 (1), 267–277.
[10] Morandi, P., Milanesi, R. R., and Magenes, G. (2018). Innovative solution for seismic-resistant masonry infills with sliding joints: in-plane experimental performance. Engineering Structures, 176 (1), 719–733.
[11] Mohammadi, M., and Akrami, V. (2010). An engineered infilled frame: behaviour and calibration. Journal of Constructional Steel Research, 66 (6), 842–849.
[12] Mohammadi, M., Akrami, V., and Mohammadi-Ghazi, R. (2011). Methods to improve infilled frame ductility. Journal of Structural Engineering, 137 (6), 646-653.
[13] Mohammadi, M. and Mohammadi-Ghazi, R. (2012). A new infilled steel frame with engineering properties. Proceedings of the Institution of Civil Engineers - Structures and Buildings, 165 (1), 15–25.
[14] Hashemi, S. J., Razzaghi, J., and Moghadam, A. S. (2018). Behaviour of sandwich panel infilled steel frames with different interface conditions. Proceedings of the Institution of Civil Engineers - Structures and Buildings, 171 (2), 166–177.
[15] Asadzadeh, S. A., Mohamadi, M., Khajeh Ahmad Attari, N., and Zareei, S. A. (2020). An experimental study on the effect of frame-to-wall connection type on the seismic behavior of steel frames infilled with autoclave-cured aerated concrete blocks. Advances in Structural Engineering, 1–15.
[16] Kahrizi, M., and TahamouliRoudsari, M. (2020). Experimental Study on Properties of Masonry Infill Walls Connected to Steel Frames with Different Connection Details. Structural Durability & Health Monitoring, 14 (2), 165-185.
[17] Pachideh, G., Gholhaki, M., Yadegari, A., and Shiri, M. (2016). Modeling and Analysis of Thin Steel Plate Shear Walls Using the New Method, 2nd international conference on civil engineering, architecture & urban planning elites, London-united kingdom ,124-136
[18] Kheyroddin, A.,. Gholhaki, M., and Pachideh., Gh. (2019). Seismic evaluation of reinforced concrete moment frames retrofitted with steel braces using IDA and pushover methods in the near-fault field, Journal of Rehabilitation in Civil Engineering 7 (1), 159-173.
[19] Ismail. N., El-Maaddawy. T., Khattak. N., and Najmal., A. (2019). In-Plane Shear Strength Improvement of Hollow Concrete Masonry Panels Using a Fabric-Reinforced Cementitious Matrix. American Society of Civil Engineers, 22(2), 4-13
[20] Federal Emergency Management Agency (FEMA). (2000). FEMA 356: Prestandard for the seismic Rehabilitation of Buildings. Washington, D.C, USA.
[21] Federal Emergency Management Agency (FEMA). (2007). FEMA 461: Interim testing protocols for determining the seismic performance characteristics of structural and nonstructural components. Burlingame, CA, USA.
[22] American Institute of Steel Constuction (AISC).(2010). Specification for Structure Steel Buildings (ANSI/AISC318-10). Chicago, USA
[23] American Concrete Institute (ACI).(2019). Building Code Requirements for Structural Concrete (ACI 318-19). USA
[24] Hashemi. S.J., Razzaghi. J. S., Moghadam. A., Lourenço. P. B. (2018b). Cyclic testing of steel frames infilled with concrete sandwich panels. Archives of civil and mechanical engineering, 18: 557–572.
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