How to cite this paper
Mozafarjazi, M & Rabiee, R. (2024). Experimental and numerical study on the load-bearing capacity, ductility and energy absorption of RC shear walls with opening containing zeolite and silica fume.Engineering Solid Mechanics, 12(3), 237-246.
Refrences
ACI Committee. (2018). Building code requirements for structural concrete (ACI 318-05) and commentary (ACI 318R-05). American Concrete Institute.
Aguda, G. O. (1991). Ultimate Strength Tests for RC Coupled Shear Walls with Two Bands of Openings (Doctoral dissertation, University of Dundee).
Arabzadeh, A., & Mozafarjazi, M. (2018). Effective Parameters on Behavior and Load Capacity of Concrete Shear Wall with Regular Opening. Amirkabir Journal of Civil Engineering, 50(3), 421-432.
ASTM International Committee C09 on Concrete and Concrete Aggregates. (2014). Standard test method for compressive strength of cylindrical concrete specimens. ASTM international.
Balkaya, C., & Kalkan, E. (2004). Three-dimensional effects on openings of laterally loaded pierced shear walls. Journal of structural engineering, 130(10), 1506-1514.
Belarbi, A., & Hsu, T. T. (1994). Constitutive laws of concrete in tension and reinforcing bars stiffened by concrete. Structural Journal, 91(4), 465-474.
Bilodeau, A., & Malhotra, V. M. (2000). High-volume fly ash system: concrete solution for sustainable development. Materials Journal, 97(1), 41-48.
Bouzoubaa, N., Fournier, B., Malhotra, V. M., & Golden, D. M. (2002). Mechanical properties and durability of concrete made with high-volume fly ash blended cement produced in cement plant. Materials Journal, 99(6), 560-567.
Chowdhury, S. R., Rahman, M. A., Islam, M. J., & Das, A. K. (2012). Effects of openings in shear wall on seismic response of structures. International Journal of Computer Applications, 59(1).
Fragomeni, S., Doh, J. H., & Lee, D. J. (2012). Behavior of axially loaded concrete wall panels with openings: an experimental study. Advances in structural engineering, 15(8), 1345-1358.
Giaccio, G. M., & Malhotra, V. M. (1988). Concrete incorporating high volumes of ASTM Class F fly ash. Cement, Concrete, and Aggregates, 10(2), 88-95.
Guan, H., Cooper, C., & Lee, D. J. (2010). Ultimate strength analysis of normal and high strength concrete wall panels with varying opening configurations. Engineering Structures, 32(5), 1341-1355.
Husain, M., Eisa, A. S., & Hegazy, M. M. (2019). Strengthening of reinforced concrete shear walls with openings using carbon fiber-reinforced polymers. International Journal of Advanced Structural Engineering, 11, 129-150.
Khan, A. A., Cook, W. D., & Mitchell, D. (1995). Early age compressive stress-strain properties of low-, medium, and high-strength concretes. Materials Journal, 92(6), 617-624.
Kim, H. S., & Lee, D. G. (2003). Analysis of shear wall with openings using super elements. Engineering Structures, 25(8), 981-991.
Li, B., Gao, A., Li, Y., Xiao, H., Chen, N., Xia, D., ... & Li, C. (2023). Effect of silica fume content on the mechanical strengths, compressive stress–strain behavior and microstructures of geopolymeric recycled aggregate concrete. Construction and Building Materials, 384, 131417.
Li, G., Liu, M., Pan, Z., Lu, L., & Yuan, G. (2023, May). Strengthening effect of steel plates on seismic behaviors of RC shear walls with various size post-openings. In Structures (Vol. 51, pp. 814-827). Elsevier.
Lin, C. Y., & Kuo, C. L. (1988, August). Behavior of shear wall with Opening. In Proceedings of Ninth world Conference on Earthquake Engineering. Tokyo-Kyoto, Japan, IV (pp. 535-540).
Maekawa, K., Okamura, H., & Pimanmas, A. (2003). Non-linear mechanics of reinforced concrete. CRC Press.
Malhotra, V. M., & Mehta, P. K. (1996). ‘Pozzolanic and Cementitious Materials, Gordon and breach publishers, advances in concrete. technology, ISSN1024-5038, 1.
Mehta, P. K., & Monteiro, P. J. (2014). Concrete: microstructure, properties, and materials. McGraw-Hill Education.
Mesbah, H. A., Lachemi, M., & Aitcin, P. C. (2002). Determination of elastic properties of high-performance concrete at early ages. Materials Journal, 99(1), 37-41.
Marius, M. (2013). Seismic behaviour of reinforced concrete shear walls with regular and staggered openings after the strong earthquakes between 2009 and 2011. Engineering Failure Analysis, 34, 537-565.
Mosoarca, M. (2014). Failure analysis of RC shear walls with staggered openings under seismic loads. Engineering Failure Analysis, 41, 48-64.
Najm, H. S., & Naaman, A. E. (1995). Prediction Model for the Elastic Modulus of High-Performance Fiber Reinforced Cement-Based Composites. Materials Journal, 92(3), 304-314.
Nassif, H. H., Najm, H., & Suksawang, N. (2005). Effect of pozzolanic materials and curing methods on the elastic modulus of HPC. Cement and Concrete Composites, 27(6), 661-670.
Nassif, H., & Suksawang, N. (2002). Effect of curing methods on durability of high-performance concrete. Transportation research record, 1798(1), 31-38.
Palermo, D., & Vecchio, F. J. (2007). Simulation of cyclically loaded concrete structures based on the finite-element method. Journal of Structural Engineering, 133(5), 728-738.
PUB, V. (1999). High performance concrete.
Sarıdemir, M. (2014). Effect of specimen size and shape on compressive strength of concrete containing fly ash: Application of genetic programming for design. Materials & Design (1980-2015), 56, 297-304.
Shima, H., Chou, L. L., & Okamura, H. (1987). Micro and macro models for bond in reinforced concrete. Journal of the Faculty of Engineering, 39(2), 133-194.
Subedi, N. K. (1991). RC-coupled shear wall structures. I: Analysis of coupling beams. Journal of Structural Engineering, 117(3), 667-680.
Thomson, E. D., Perdomo, M. E., Picón, R., Marante, M. E., & Flórez-López, J. (2009). Simplified model for damage in squat RC shear walls. Engineering Structures, 31(10), 2215-2223.
Vecchio, F. J., & Collins, M. P. (1986). The modified compression-field theory for reinforced concrete elements subjected to shear. ACI J., 83(2), 219-231.
Vecchio, F. J., & Collins, M. P. (1993). Compression response of cracked reinforced concrete. Journal of structural engineering, 119(12), 3590-3610.
Wang, J. Y., Sakashita, M., Kono, S., Tanaka, H., & Lou, W. J. (2010). Behavior of reinforced concrete structural walls with various opening locations: experiments and macro model. Journal of Zhejiang University SCIENCE A, 11(3), 202-211.
Warashina, M., Kono, S., Sakashita, M., & Tanaka, H. (2008, October). Shear behavior of multi-story RC structural walls with eccentric openings. In The 14th world conference on earthquake engineering, Beijing, China (pp. S15-029).
Yanez, F. V., Park, R., & Paulay, T. (1992, July). Seismic behaviour of walls with irregular openings. In Earthquake Engineering. Tenth World Conference, Balkema, Rotterdam.
Aguda, G. O. (1991). Ultimate Strength Tests for RC Coupled Shear Walls with Two Bands of Openings (Doctoral dissertation, University of Dundee).
Arabzadeh, A., & Mozafarjazi, M. (2018). Effective Parameters on Behavior and Load Capacity of Concrete Shear Wall with Regular Opening. Amirkabir Journal of Civil Engineering, 50(3), 421-432.
ASTM International Committee C09 on Concrete and Concrete Aggregates. (2014). Standard test method for compressive strength of cylindrical concrete specimens. ASTM international.
Balkaya, C., & Kalkan, E. (2004). Three-dimensional effects on openings of laterally loaded pierced shear walls. Journal of structural engineering, 130(10), 1506-1514.
Belarbi, A., & Hsu, T. T. (1994). Constitutive laws of concrete in tension and reinforcing bars stiffened by concrete. Structural Journal, 91(4), 465-474.
Bilodeau, A., & Malhotra, V. M. (2000). High-volume fly ash system: concrete solution for sustainable development. Materials Journal, 97(1), 41-48.
Bouzoubaa, N., Fournier, B., Malhotra, V. M., & Golden, D. M. (2002). Mechanical properties and durability of concrete made with high-volume fly ash blended cement produced in cement plant. Materials Journal, 99(6), 560-567.
Chowdhury, S. R., Rahman, M. A., Islam, M. J., & Das, A. K. (2012). Effects of openings in shear wall on seismic response of structures. International Journal of Computer Applications, 59(1).
Fragomeni, S., Doh, J. H., & Lee, D. J. (2012). Behavior of axially loaded concrete wall panels with openings: an experimental study. Advances in structural engineering, 15(8), 1345-1358.
Giaccio, G. M., & Malhotra, V. M. (1988). Concrete incorporating high volumes of ASTM Class F fly ash. Cement, Concrete, and Aggregates, 10(2), 88-95.
Guan, H., Cooper, C., & Lee, D. J. (2010). Ultimate strength analysis of normal and high strength concrete wall panels with varying opening configurations. Engineering Structures, 32(5), 1341-1355.
Husain, M., Eisa, A. S., & Hegazy, M. M. (2019). Strengthening of reinforced concrete shear walls with openings using carbon fiber-reinforced polymers. International Journal of Advanced Structural Engineering, 11, 129-150.
Khan, A. A., Cook, W. D., & Mitchell, D. (1995). Early age compressive stress-strain properties of low-, medium, and high-strength concretes. Materials Journal, 92(6), 617-624.
Kim, H. S., & Lee, D. G. (2003). Analysis of shear wall with openings using super elements. Engineering Structures, 25(8), 981-991.
Li, B., Gao, A., Li, Y., Xiao, H., Chen, N., Xia, D., ... & Li, C. (2023). Effect of silica fume content on the mechanical strengths, compressive stress–strain behavior and microstructures of geopolymeric recycled aggregate concrete. Construction and Building Materials, 384, 131417.
Li, G., Liu, M., Pan, Z., Lu, L., & Yuan, G. (2023, May). Strengthening effect of steel plates on seismic behaviors of RC shear walls with various size post-openings. In Structures (Vol. 51, pp. 814-827). Elsevier.
Lin, C. Y., & Kuo, C. L. (1988, August). Behavior of shear wall with Opening. In Proceedings of Ninth world Conference on Earthquake Engineering. Tokyo-Kyoto, Japan, IV (pp. 535-540).
Maekawa, K., Okamura, H., & Pimanmas, A. (2003). Non-linear mechanics of reinforced concrete. CRC Press.
Malhotra, V. M., & Mehta, P. K. (1996). ‘Pozzolanic and Cementitious Materials, Gordon and breach publishers, advances in concrete. technology, ISSN1024-5038, 1.
Mehta, P. K., & Monteiro, P. J. (2014). Concrete: microstructure, properties, and materials. McGraw-Hill Education.
Mesbah, H. A., Lachemi, M., & Aitcin, P. C. (2002). Determination of elastic properties of high-performance concrete at early ages. Materials Journal, 99(1), 37-41.
Marius, M. (2013). Seismic behaviour of reinforced concrete shear walls with regular and staggered openings after the strong earthquakes between 2009 and 2011. Engineering Failure Analysis, 34, 537-565.
Mosoarca, M. (2014). Failure analysis of RC shear walls with staggered openings under seismic loads. Engineering Failure Analysis, 41, 48-64.
Najm, H. S., & Naaman, A. E. (1995). Prediction Model for the Elastic Modulus of High-Performance Fiber Reinforced Cement-Based Composites. Materials Journal, 92(3), 304-314.
Nassif, H. H., Najm, H., & Suksawang, N. (2005). Effect of pozzolanic materials and curing methods on the elastic modulus of HPC. Cement and Concrete Composites, 27(6), 661-670.
Nassif, H., & Suksawang, N. (2002). Effect of curing methods on durability of high-performance concrete. Transportation research record, 1798(1), 31-38.
Palermo, D., & Vecchio, F. J. (2007). Simulation of cyclically loaded concrete structures based on the finite-element method. Journal of Structural Engineering, 133(5), 728-738.
PUB, V. (1999). High performance concrete.
Sarıdemir, M. (2014). Effect of specimen size and shape on compressive strength of concrete containing fly ash: Application of genetic programming for design. Materials & Design (1980-2015), 56, 297-304.
Shima, H., Chou, L. L., & Okamura, H. (1987). Micro and macro models for bond in reinforced concrete. Journal of the Faculty of Engineering, 39(2), 133-194.
Subedi, N. K. (1991). RC-coupled shear wall structures. I: Analysis of coupling beams. Journal of Structural Engineering, 117(3), 667-680.
Thomson, E. D., Perdomo, M. E., Picón, R., Marante, M. E., & Flórez-López, J. (2009). Simplified model for damage in squat RC shear walls. Engineering Structures, 31(10), 2215-2223.
Vecchio, F. J., & Collins, M. P. (1986). The modified compression-field theory for reinforced concrete elements subjected to shear. ACI J., 83(2), 219-231.
Vecchio, F. J., & Collins, M. P. (1993). Compression response of cracked reinforced concrete. Journal of structural engineering, 119(12), 3590-3610.
Wang, J. Y., Sakashita, M., Kono, S., Tanaka, H., & Lou, W. J. (2010). Behavior of reinforced concrete structural walls with various opening locations: experiments and macro model. Journal of Zhejiang University SCIENCE A, 11(3), 202-211.
Warashina, M., Kono, S., Sakashita, M., & Tanaka, H. (2008, October). Shear behavior of multi-story RC structural walls with eccentric openings. In The 14th world conference on earthquake engineering, Beijing, China (pp. S15-029).
Yanez, F. V., Park, R., & Paulay, T. (1992, July). Seismic behaviour of walls with irregular openings. In Earthquake Engineering. Tenth World Conference, Balkema, Rotterdam.