An investigation on the effect of number of stories on lateral behaviour of RC frame with masonry infill wall

References

• ACI Committee 318. 2014. Building Code Requirements for Structural Concrete (ACI 318-14)[and] Commentary on Building Code Requirements for Structural Concrete (ACI 318R-14).
   Google Scholar
• ACI Committee 562. 2016. Code Requirements for Evaluation, Repair, and Rehabilitation of Concrete Buildings (ACI 562-XX) and Commentary: An ACI Standard. American Concrete Institute.
   Google Scholar
• Ahani, E., M. N. Mousavi, A. Ahani, and M. Kheirollahi. 2019a. “The Effects of Amount and Location of Openings on Lateral Behavior of Masonry Infilled RC Frames.KSCE.” Journal of Civil Engineering 23 (5): 2175–2187.
   Web of Science ®Google Scholar
• Ahani, E., M. N. Mousavi, B. Rafezy, and F. Osmanzadeh. 2019b. “Effects of Central Opening in Masonry Infill on Lateral Behavior of Intermediate RC Frames.” Advances in Civil Engineering Materials 8 (1): 23–42. doi:10.1520/ACEM20180040.
   Web of Science ®Google Scholar
• Al-Chaar, G, M. A. Issa, and S. Sweeney. 2002. “Behavior of Masonry-infilled Non Ductile Reinforced Concrete Frames.” Journal of Structural Engineering, ASCE 128 (11): 1055–1063. doi:10.1061/(ASCE)0733-9445(2002)128:8(1055).
   Google Scholar
• Almesfer, N., D. Y. Dizhur, R. Lumantarna, and J. M. Ingham. 2014. “Material Properties of Existing Unreinforced Clay Brick Masonry Buildings in New Zealand.” Bulletin of the New Zealand Society for Earthquake Engineering 47 (2): 75–96. doi:10.5459/bnzsee.47.2.75-96.
   Google Scholar
• Almusallam, T. H., and Y. A. Al-Salloum. 2007. “Behavior of FRP Strengthened Infill Walls under In-plane Seismic Loading.” Journal of Composites for Construction 11 (3): 308–318. doi:10.1061/(ASCE)1090-0268(2007)11:3(308).
   Web of Science ®Google Scholar
• American Society of Civil Engineers. 2007. Seismic Rehabilitation of Existing Buildings (ASCE/SEI 41-06). American Society of Civil Engineers.
   Google Scholar
• ASCE (American Society of Civil Engineers). 2016. Minimum Design Loads and Associated Criteria for Buildings and Other Structures. ASCE Standard ASCE/SEI 7–16 (In Preparation). Reston, VA: American Society of Civil Engineers.
   Google Scholar
• ASCE/Structural Engineering Institute. 2003. Seismic Evaluation of Existing Buildings (ASCE/SEI 31-03). American Society of Civil Engineers.
   Google Scholar
• ASTM C1314-11a. 2011. Standard Test Method for Compressive Strength of Masonry Prisms. West Conshohocken, PA: ASTM International. www.astm.org
   Google Scholar
• Binici, B., G. Ozcebe, and R. Ozcelik. 2007. “Analysis and Design of FRP Composites for Seismic Retrofit of Infill Walls in Reinforced Concrete Frames.” Composites Part B: Engineering 38 (5–6): 575–583. doi:10.1016/j.compositesb.2006.08.007.
   Web of Science ®Google Scholar
• Brodsky, A., O. Rabinovitch, and D. Z. Yankelevsky. 2018. “Determination of the Interaction between a Masonry Wall and a Confining Frame.” Engineering Structures 167: 214–226. doi:10.1016/j.engstruct.2018.04.001.
   Web of Science ®Google Scholar
• CEN. 2004. Eurocode 8: Design of Structures for Earthquake Resistance - Part 1: General Rules, Seismic Actions and Rules for Buildings, BS EN 1998-1:2004. Brussel, Belgium: European Committee for Standardization.
   Google Scholar
• Chandel, V. S., and I. Y. Sreevalli. 2019. “Numerical Study on Influence of Masonry Infill in an RC Frame.” Asian Journal of Civil Engineering 20 (1): 1–8. doi:10.1007/s42107-018-0083-7.
   Google Scholar
• Council, B. S. S. 1997. NEHRP Guidelines for the Seismic Rehabilitation of Buildings, 2–12. Washington, DC: FEMA-273, Federal Emergency Management Agency.
   Google Scholar
• Council, U. B. S. S. 1992. “NEHRP Handbook of Techniques for the Seismic Rehabilitation of Existing Buildings.” In FEMA. Vol. 172. US Federal Emergency Management Agency (FEMA).
   Google Scholar
• Crisafulli, F. J., and A. J. Carr. 2007. “Proposed Macro-model for the Analysis of Infilled Frame structures.Bulletin.” Of the New Zealand Society for Earthquake Engineering 40 (2): 69–77. doi:10.5459/bnzsee.40.2.69-77.
   Google Scholar
• Decanini, L., F. Mollaioli, A. Mura, and R Saragoni. 2004. “Seismic Performance of Masonry Infilled R/C Frames.” In 13th world conference on earthquake engineering (No. 165), British Columbia, Canada, August.
   Google Scholar
• Di Trapani, F., L. Giordano, and G. Mancini. 2020. “Progressive Collapse Response of Reinforced Concrete Frame Structures with Masonry Infills.” Journal of Engineering Mechanics 146 (3): 04020002. doi:10.1061/(ASCE)EM.1943-7889.0001723.
   Web of Science ®Google Scholar
• Erol, G., and H. F. Karadogan. 2016. “Seismic Strengthening of Infilled Reinforced Concrete Frames by CFRP.” Composites Part B: Engineering 91: 473–491. doi:10.1016/j.compositesb.2016.01.025.
   Web of Science ®Google Scholar
• FEMA. 1998. Evaluation of Earthquake Damaged Concrete and Masonry Wall Buildings, Basic Procedures Manual, FEMA 306. Washington, D.C., USA: Federal Emergency Management Agency.
   Google Scholar
• FEMA. 1998. Evaluation of earthquake damaged concrete and masonry wall buildings, Technical Resources, FEMA 307. Washington, D.C., USA: Federal Emergency Management Agency.
   Google Scholar
• FEMA. 2000. Global Topics Report on the Prestandard and Commentary for the Seismic Rehabilitation of Buildings, EFMA 357. Washington, D.C., USA: Federal Emergency Management Agency.
   Google Scholar
• Fema, B. 2000. Prestandard and Commentary for the Seismic Rehabilitation of Buildings, EFMA 356. Washington, D.C., USA: Federal Emergency Management Agency.
   Google Scholar
• Furtado, A., H. Rodrigues, and A. Åde. 2015. “Modelling of Masonry Infill Walls Participation in the Seismic Behaviour of RC Buildings Using OpenSees.” International Journal of Advanced Structural Engineering (IJASE) 7 (2): 117–127. doi:10.1007/s40091-015-0086-5.
   Google Scholar
• Furtado, A., and M. Teresa de Risi. 2020. “Recent Findings and Open Issues Concerning the Seismic Behaviour of Masonry Infill Walls in RC Buildings.” Advances in Civil Engineering 2020: 1–20. doi:10.1155/2020/9261716.
   Web of Science ®Google Scholar
• Gentile, R., S. Pampanin, D. Raffaele, and G. Uva. 2019. “Non-linear Analysis of RC Masonry-infilled Frames Using the SLaMA Method: Part 1—mechanical Interpretation of the Infill/frame Interaction and Formulation of the Procedure.” Bulletin of Earthquake Engineering 17 (6): 3283–3304. doi:10.1007/s10518-019-00580-w.
   Web of Science ®Google Scholar
• Hsu, L. S., and C. T. Hsu. 1994. “Complete Stress-strain Behavior of High-strength Concrete under Compression.” Magazine of Concrete Research, ICE 46 (169): 301–312. doi:10.1680/macr.1994.46.169.301.
   Web of Science ®Google Scholar
• HumayunBasha, S., S. Surendran, and H. B. Kaushik. 2020. “Empirical Models for Lateral Stiffness and Strength of Masonry-Infilled RC Frames considering the Influence of Openings.” Journal of Structural Engineering 146 (4): 04020021. doi:10.1061/(ASCE)ST.1943-541X.0002562.
   Web of Science ®Google Scholar
• Issue No. 376. 2007. Iranian Guideline for Seismic Rehabilitation of Existing Masonry Buildings. Tehran, Iran.
   Google Scholar
• Konthesingha, K. M. C., C. Jayasinghe, and S. M. A. Nanayakkara 2007. Bond and compressive strength of masonry for locally available bricks.
   Google Scholar
• Kumar, S. M., and K. S. Satyanarayanan. 2018. “Study the Effect of Elastic Materials as Interface Medium Used in Infilled Frames.” Materials Today: Proceedings 5 (2): 8986–8995.
   Google Scholar
• Lourenço, P. B. A. 1996. “User Programmer Guide for the Micro-modeling of Masonry Structure.” Delft University of Technology and University of Minho, TU-DELFT report no. 03.21.1.31.35, TNO-BOUW report no. 96-NM-R1201.
   Google Scholar
• Lumantarna, R., D. T. Biggs, and J. M. Ingham. 2014. “Compressive, Flexural Bond, and Shear Bond Strengths of in Situ New Zealand Unreinforced Clay Brick Masonry Constructed Using Lime Mortar between the 1880s and 1940s.” Journal of Materials in Civil Engineering 26 (4): 559–566. doi:10.1061/(ASCE)MT.1943-5533.0000685.
   Web of Science ®Google Scholar
• MasoudShadlou, EhsanAhmadi, and Mohammad MehdiKashani. 2020. “Micromechanical Modelling of Mortar Joints and Brick-mortar Interfaces in Masonry Structures: A Review of Recent Developments.” Structures 23 (February): 831–844. doi:10.1016/j.istruc.2019.12.017.
   Web of Science ®Google Scholar
• Mehrabi, A. B., P. B. Shing, M. P. Schuller, and J. L. Noland. 1994. “Performance of Masonry-infilled R/C Frames under In-plane Lateral Loads.” Structural Engineering and Structural Mechanics Research Series.
   Google Scholar
• Mohammadi, M., and F. Nikfar. 2013. “Strength and Stiffness of Masonry-infilled Frames with Central Openings Based on Experimental Results.” Journal of Structural Engineering 139 (6): 974–984. doi:10.1061/(ASCE)ST.1943-541X.0000717.
   Web of Science ®Google Scholar
• Mondal, G., and S. K. Jain. 2008. “Lateral Stiffness of Masonry Infilled Reinforced Concrete (RC) Frames with Central Opening.” Earthquake Spectra 24 (3): 701–723. doi:10.1193/1.2942376.
   Web of Science ®Google Scholar
• Moretti, M. L., T. Papatheocharis, and P. C. Perdikaris. 2014. “Design of Reinforced Concrete Infilled Frames.” Journal of Structural Engineering 140 (9): 04014062. doi:10.1061/(ASCE)ST.1943-541X.0001042.
   Web of Science ®Google Scholar
• Mosalam, K. M., R. N. White, and P. Gergely. 1997. “Static Response of Infilled Frames Using Quasi Static Experimentation.” Journal of Structural Engineering, ASCE 123 (11): 1462–1469. doi:10.1061/(ASCE)0733-9445(1997)123:11(1462).
   Web of Science ®Google Scholar
• Nasiri, E., and Y. Liu. 2020. “Effect of Prior In-plane Damage on the Out-of-plane Performance of Concrete Masonry infills.Engineering.” Structures 222: 111149. doi:10.1016/j.engstruct.2020.111149.
   Web of Science ®Google Scholar
• Nayal, R., and H.A. Rasheed. 2006. “Tension Stiffening Model for Concrete Beams Reinforced with Steel and FRP Bars.” Journal of Materials in Civil Engineering 18: 831–841. doi:10.1061/(ASCE)0899-1561(2006)18:6(831).
   Web of Science ®Google Scholar
• NIST GCR 17-917-45. 2017. Recommended Modeling Parameters and Acceptance Criteria for Nonlinear Analysis in Support of Seismic Evaluation, Retrofit, and Design. Redwood City, CA, USA: Applied Technology Council.
   Google Scholar
• NZS. 2006. Concrete Structures Standard - the Design of Concrete Structures, NZS 3101.1. New Zealand: New Zealand Standards.
   Google Scholar
• Perrone, D., M. Leone, and M. A. Aiello. 2017. “Non-linear Behaviour of Masonry Infilled RC Frames: Influence of Masonry Mechanical Properties.” Engineering Structures 150: 875–891. doi:10.1016/j.engstruct.2017.08.001.
   Web of Science ®Google Scholar
• Pohoryles, D. A., and D. A. Bournas. 2020. “Seismic Retrofit of Infilled RC Frames with Textile Reinforced Mortars: State-of-the-art Review and Analytical Modelling. Composites Part B.” Engineering 183: 107702.
   Web of Science ®Google Scholar
• Pohoryles, D. A., J. Melo, T. Rossetto, H. Varum, and L. Bisby. 2019. “Seismic Retrofit Schemes with FRP for Deficient RC Beam-column Joints: State-of-the-art Review.” Journal of Composites for Construction 23 (4): 03119001. doi:10.1061/(ASCE)CC.1943-5614.0000950.
   Web of Science ®Google Scholar
• Polliakov, S. V. E. 1963. Masonry in Framed Buildings: An Investigation into the Strength and Stiffness of Masonry Infilling. National Lending Library for Science and Technology.
   Google Scholar
• Rodrigues, H. 2005. Desenvolvimento e calibraçao de modelosnuméricosparaaanálisesısmica de edifıcios.Universidade do Porto. University of porto.
   Google Scholar
• Rodrigues, H., H. Varum, and A. Costa. 2010. “Simplified Macro-model for Infill Masonry Panels.” Journal of Earthquake Engineering 14 (3): 390–416. doi:10.1080/13632460903086044.
   Web of Science ®Google Scholar
• Sandoval, C., and P. E. Roca. 2012. “Study of the Influence of Different Parameters on the Buckling Behavior of Masonry Walls.” Journal of Construction and Building Materials, ELSEVIER 35: 888–899. doi:10.1016/j.conbuildmat.2012.04.053.
   Web of Science ®Google Scholar
• Sattar, S. 2013. “Influence of Masonry Infill Walls and Other Building Characteristics on Seismic Collapse of Concrete Frame Buildings.” Doctoral diss., University of Colorado at Boulder.
   Google Scholar
• Sattar, S., and A. B. Liel. 2016. “Seismic Performance of Nonductile Reinforced Concrete Frames with Masonry Infill walls—II: Collapse Assessment.” Earthquake Spectra 32 (2): 819–842. doi:10.1193/091514eqs141m.
   Web of Science ®Google Scholar
• Senthivel, R., P. B. Lourenço, and G. Vasconcelos. 2006. “Analytical Modeling of Dry Stone Masonry Wall under Monotonic and Reversed Cyclic Loading.” proceedings of the International Conference Of Structural Analysis Of Historical Constructions, 5, New Delhi, India, 2006”. [S.l.] : Macmillan India Ltd. ISBN 972-8692-27-7. p. 1005-1011.
   Google Scholar
• Triantafillou, T. C., and C. P. Antonopoulos. 2000. “Design of Concrete Flexural Members Strengthened in Shear with FRP.” Journal of Composites for Construction 4 (4): 198–205. doi:10.1061/(ASCE)1090-0268(2000)4:4(198).
   Web of Science ®Google Scholar
• Tsantilis, A. V., and T. C. Triantafillou. 2018. “Innovative Seismic Isolation of Masonry Infills in Steel Frames Using Cellular Materials at the Frame-infill Interface.” Journal of Earthquake Engineering 1–18. DOI: 10.1080/13632469.2018.1478347.
   Web of Science ®Google Scholar
• Yekrangnia, M., and P. G. Asteris. 2020. “Multi-strut Macro-model for Masonry Infilled Frames with Openings.” Journal of Building Engineering 32: 101683. doi:10.1016/j.jobe.2020.101683.
   Web of Science ®Google Scholar
• Zhai, C., J. Kong, X. Wang, and Z. Chen. 2016. “Experimental and Finite Element Analytical Investigation of Seismic Behavior of Full-scale Masonry Infilled RC Frames.” Journal of Earthquake Engineering 20 (7): 1171–1198. doi:10.1080/13632469.2016.1138171.
   Web of Science ®Google Scholar
• Zhai, C., X. Wang, J. Kong, S. Li, and L. Xie. 2017. “Numerical Simulation of Masonry-infilled RC Frames Using XFEM.” Journal of Structural Engineering 143 (10): 04017144. doi:10.1061/(ASCE)ST.1943-541X.0001886.
   Web of Science ®Google Scholar
• Zhou, Y., Y. Pei, Y. Zhou, H. J. Hwang, and W. Yi. 2020. “Field Measurements for Calibration of Simplified Models of the Stiffening Effect of Infill Masonry Walls in High-rise RC Framed and Shear-wall Buildings.” Earthquake Engineering and Engineering Vibration 19 (1): 87–104. doi:10.1007/s11803-020-0549-y.
   Web of Science ®Google Scholar