Investigation of Shear Walls Openings on the Performance of Seismic Loads for irregular Reinforced Concrete Structures on sloped terrain

Volume 8, Issue 3, June 2023     |     PP. 99-119      |     PDF (1629 K)    |     Pub. Date: August 22, 2023
DOI: 10.54647/cebc560123    77 Downloads     81732 Views  


M. Y. Laissy, Civil Engineering Department, Faculty of Engineering, University of Prince Mugrin, Saudi Arabia.

Shear walls are very stiff and have high strength, making them helpful in many structural engineering applications, particularly for sustaining significant horizontal and weight loads. Shear walls in the context of irregular reinforced concrete constructions might include openings such as windows and doors to meet appropriate functional needs. The ETABS software was used in this study to evaluate ground storey plus ten typical storeys with shear walls, with and without opening. Seismic research was performed on numerous models to determine factors such as shear forces, drift, and storey displacement. According to dynamic analysis, models with no openings outperformed others, which is consistent with previous research in the subject. The displacement of models with openings at the roof level was 24.852 mm, whereas that of models without openings was around 5.151 mm. As a result, it is critical to examine effect of the opening on the seismic behavior of shear walls during the design process.

seismic Loads; shear walls; opening; Response spectrum analysis; ETABS, Sloped terrain.

Cite this paper
M. Y. Laissy, Investigation of Shear Walls Openings on the Performance of Seismic Loads for irregular Reinforced Concrete Structures on sloped terrain , SCIREA Journal of Civil Engineering and Building Construction . Volume 8, Issue 3, June 2023 | PP. 99-119. 10.54647/cebc560123


[ 1 ] Abualreesh, A. M., A. Tuken, A. Albidah and N. A. Siddiqui (2022). "Reliability-based optimization of shear walls in RC shear wall-frame buildings subjected to earthquake loading." Case Studies in Construction Materials 16: e00978.
[ 2 ] Ahmadi, Z., A. A. Aghakouchak and S. R. Mirghaderi (2021). "Steel slit shear walls with an efficient geometry." Thin-Walled Structures 159: 107296.
[ 3 ] Ahmed, H. U., A. S. Mohammed, R. H. Faraj, S. M. Qaidi and A. A. Mohammed (2022). "Compressive strength of geopolymer concrete modified with nano-silica: Experimental and modeling investigations." Case Studies in Construction Materials 16: e01036.
[ 4 ] Ahmed, H. U., A. S. Mohammed, S. M. Qaidi, R. H. Faraj, N. Hamah Sor and A. A. Mohammed (2022). "Compressive strength of geopolymer concrete composites: a systematic comprehensive review, analysis and modeling." European Journal of Environmental and Civil Engineering: 1-46.
[ 5 ] Ali, J. M. (2022). Investigation of he structural behavior of the steel fiber reinforced concrete shear walls exposed to horizontal loads with ANSYS program, Altınbaş Üniversitesi/Lisansüstü Eğitim Enstitüsü.
[ 6 ] Alih, S. C. and M. Vafaei (2019). "Performance of reinforced concrete buildings and wooden structures during the 2015 Mw 6.0 Sabah earthquake in Malaysia." Engineering Failure Analysis 102: 351-368.
[ 7 ] Aly, N. and K. Galal (2020). "Effect of ductile shear wall ratio and cross-section configuration on seismic behavior of reinforced concrete masonry shear wall buildings." Journal of Structural Engineering 146(4): 04020020.
[ 8 ] Broberg, M., S. Shafaei, E. Kizilarslan, J. Seo, A. H. Varma, M. Bruneau and R. Klemencic (2022). "Capacity design of coupled composite plate shear wall–concrete-filled system." Journal of Structural Engineering 148(4): 04022022.
[ 9 ] Budak, E., H. Sucuoğlu and O. C. Celik (2023). "Response parameters that control the service, safety and collapse performances of a 253 m tall concrete core wall building in Istanbul." Bulletin of Earthquake Engineering 21(1): 375-395.
[ 10 ] Chen, Z., A. Mohammed, Y. Du, W. Mashrah, B. Zhao and J. Huang (2023). "Experimental and numerical study on seismic performance of square and l-shaped Concrete-filled steel tubes column Frame-Buckling steel plate shear walls." Engineering Structures 274: 115155.
[ 11 ] Coccia, S., F. Di Carlo and S. Imperatore (2020). "Masonry walls retrofitted with vertical FRP rebars." Buildings 10(4): 72.
[ 12 ] El Ouni, M. H., M. Y. Laissy, M. Ismaeil and N. Ben Kahla (2018). "Effect of shear walls on the active vibration control of buildings." Buildings 8(11): 164.
[ 13 ] Faraj, R. H., H. U. Ahmed, S. Rafiq, N. H. Sor, D. F. Ibrahim and S. M. Qaidi (2022). "Performance of Self-Compacting mortars modified with Nanoparticles: A systematic review and modeling." Cleaner Materials: 100086.
[ 14 ] Faraone, G. (2021). Behavior of post-installed anchors in reinforced concrete shear walls of different aspect ratios subjected to simulated seismic loads, University of California, San Diego.
[ 15 ] Hamed, A. A., A. Samadi and M. C. Basim (2022). "Topology and shape optimization of steel plate shear walls for enhancing the seismic energy dissipation capacity." Journal of Building Engineering 57: 104828.
[ 16 ] Hassan, A. and S. Pal (2017). "Performance Analysis of Base Isolation & Fixed Base Buildings." International Journal of Engineering Research in Mechanical and Civil Engineering (IJERMCE) 2(3): 152-157.
[ 17 ] Hassan, A. and S. Pal (2018). "Effect of soil condition on seismic response of isolated base buildings." International Journal of Advanced Structural Engineering 10(3): 249-261.
[ 18 ] Husain, M., A. S. Eisa and M. M. Hegazy (2019). "Strengthening of reinforced concrete shear walls with openings using carbon fiber-reinforced polymers." International Journal of Advanced Structural Engineering 11: 129-150.
[ 19 ] Jeon, S.-H. and J.-H. Park (2020). "Seismic Fragility of Ordinary Reinforced Concrete Shear Walls with Coupling Beams Designed Using a Performance-Based Procedure." Applied Sciences 10(12): 4075.
[ 20 ] Kechidi, S. and O. Iuorio (2022). "Numerical investigation into the performance of cold-formed steel framed shear walls with openings under in-plane lateral loads." Thin-Walled Structures 175: 109136.
[ 21 ] Khan, M., M. Cao and M. Ali (2020). "Cracking behaviour and constitutive modelling of hybrid fibre reinforced concrete." Journal of Building Engineering 30: 101272.
[ 22 ] Krishna, M. and D. E. Arunakanthi (2014). "Optimum location of different shapes of shear walls in unsymmetrical high rise buildings." Int. J. Eng. Res. Technol 3(9): 1099-1106.
[ 23 ] Lou, H., B. Gao, F. Jin, Y. Wan and Y. Wang (2021). "Shear wall layout optimization strategy for high-rise buildings based on conceptual design and data-driven tabu search." Computers & Structures 250: 106546.
[ 24 ] Lukacs, I., A. Björnfot and R. Tomasi (2019). "Strength and stiffness of cross-laminated timber (CLT) shear walls: State-of-the-art of analytical approaches." Engineering Structures 178: 136-147.
[ 25 ] 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.
[ 26 ] Mosallam, A. S. and A. Nasr (2017). "Structural performance of RC shear walls with post-construction openings strengthened with FRP composite laminates." Composites Part B: Engineering 115: 488-504.
[ 27 ] Mosoarca, M. (2014). "Failure analysis of RC shear walls with staggered openings under seismic loads." Engineering Failure Analysis 41: 48-64.
[ 28 ] Najem, H. M. and A. M. Ibrahim (2018). "Influence of Concrete Strength on the Cycle Performance of Composite Steel Plate Shear Walls." Diyala Journal of Engineering Sciences 11(4): 1-7.
[ 29 ] Najm, H. M., A. M. Ibrahim, M. M. Sabri, A. Hassan, S. Morkhade, N. S. Mashaan, M. M. A. Eldirderi and K. M. Khedher (2022). "Modelling of Cyclic Load Behaviour of Smart Composite Steel-Concrete Shear Wall Using Finite Element Analysis." Buildings 12(6): 850.
[ 30 ] Najm, H. M., A. M. Ibrahim, M. M. S. Sabri, A. Hassan, S. Morkhade, N. S. Mashaan, M. M. A. Eldirderi and K. M. Khedher (2022). "Evaluation and Numerical Investigations of the Cyclic Behavior of Smart Composite Steel–Concrete Shear Wall: Comprehensive Study of Finite Element Model." Materials 15(13): 4496.
[ 31 ] Pal, S., A. Hassan and D. Singh (2019). "Optimization of base isolation parameters using genetic algorithm." Journal of Statistics and Management Systems 22(7): 1207-1222.
[ 32 ] Parvez, I., J. Shen, M. Khan and C. Cheng (2019). "Modeling and solution techniques used for hydro generation scheduling." Water 11(7): 1392.
[ 33 ] Rahim, N. I., B. S. Mohammed, A. Al-Fakih, M. Wahab, M. Liew, A. Anwar and Y. M. Amran (2020). "Strengthening the structural behavior of web openings in RC deep beam using CFRP." Materials 13(12): 2804.
[ 34 ] Saeed, A., H. M. Najm, A. Hassan, S. Qaidi, M. M. S. Sabri and N. S. Mashaan (2022). "A comprehensive study on the effect of regular and staggered openings on the seismic performance of shear walls." Buildings 12(9): 1293.
[ 35 ] Sohn, J., I. Choi and J. Kim (2022). "Development of limit states for seismic fragility assessment of piloti-type structures verified with observed damage data." Engineering Structures 251: 113562.
[ 36 ] Thearith, C. (2019). Effective positions and optimum level of the curtailment of structural walls in high-rise wall-frame reinforced concrete structures under seismic loading, School of Civil Institute of Engineering Suranaree University of Technology.
[ 37 ] Varma, V. N. K. and U. P. Kumar (2021). "Seismic response on multi-storied building having shear walls with and without openings." Materials Today: Proceedings 37: 801-805.
[ 38 ] Wang, K., M.-N. Su, Y.-H. Wang, J.-K. Tan, H.-B. Zhang and J. Guo (2022). "Behaviour of buckling-restrained steel plate shear wall with concrete-filled L-shaped built-up section tube composite frame." Journal of Building Engineering 50: 104217.
[ 39 ] Wang, Q., Q. Shi and H. Tian (2016). "Experimental study on shear capacity of SRC joints with different arrangement and sizes of cross-shaped steel in column." Steel and Composite Structures 21(2): 267-287.
[ 40 ] Zhang, Y. and C. Mueller (2017). "Shear wall layout optimization for conceptual design of tall buildings." Engineering Structures 140: 225-240.
[ 41 ] Zhang, Z., F. Wang and B. Chi (2020). "Seismic performance of shear-critical prefabricated reinforced masonry shear walls with innovative vertical joint connections." Engineering Structures 219: 110958.