Academic literature on the topic 'Coupled Composite Plate Shear Walls'
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Journal articles on the topic "Coupled Composite Plate Shear Walls"
Ma, Zhenbang, Yuntian Wu, Jie Zhang, and Mao Zhang. "Experimental Study on Seismic Behavior of Coupled Steel Plate and Reinforced Concrete Composite Wall." Buildings 12, no. 11 (November 21, 2022): 2036. http://dx.doi.org/10.3390/buildings12112036.
Full textYeghnem, R., S. A. Meftah, A. Tounsi, and E. Adda-Bedia. "Earthquake Response of RC Coupled Shear Walls Strengthened with Thin Composite Plates." Journal of Vibration and Control 15, no. 7 (March 9, 2009): 963–84. http://dx.doi.org/10.1177/1077546308094250.
Full textKizilarslan, Emre, Morgan Broberg, Soheil Shafaei, Amit H. Varma, and Michel Bruneau. "Seismic design coefficients and factors for coupled composite plate shear walls/concrete filled (CC-PSW/CF)." Engineering Structures 244 (October 2021): 112766. http://dx.doi.org/10.1016/j.engstruct.2021.112766.
Full textKurt, Efe G., Amit H. Varma, and Young M. Sohn. "Direct shear strength of rebar-coupler anchor systems for steel-plate composite (SC) walls." International Journal of Steel Structures 16, no. 4 (December 2016): 1397–409. http://dx.doi.org/10.1007/s13296-016-0096-6.
Full textIncerti, Andrea, Alessandro Bellini, Anna Rosa Tilocca, and Marco Savoia. "Retrofitting with FRCM Composites: Shear and Flexural Behaviour of Strengthened Masonry Walls." Key Engineering Materials 919 (May 11, 2022): 80–89. http://dx.doi.org/10.4028/p-6q01h0.
Full textMeftah, S. A., F. Mohri, and E. M. Daya. "Seismic behavior of RC coupled shear walls with strengthened coupling beams by bonded thin composite plates." KSCE Journal of Civil Engineering 17, no. 2 (March 2013): 403–14. http://dx.doi.org/10.1007/s12205-013-1286-9.
Full textMeftah, Sid Ahmed, and Abdelouahed Tounsi. "Lateral stiffness and vibration characteristics of damaged RC coupled shear walls strengthened with thin composite plates." Building and Environment 42, no. 10 (October 2007): 3596–605. http://dx.doi.org/10.1016/j.buildenv.2006.10.049.
Full textYang, Jian, ShuTing Liang, XiaoJun Zhu, ChongFang Sun, and ZhengXing Guo. "Seismic behavior of precast concrete coupled shear walls with engineered cementitious composite (ECC) in the critical cast-in-place regions." Science China Technological Sciences 60, no. 8 (May 23, 2017): 1244–54. http://dx.doi.org/10.1007/s11431-016-9052-2.
Full textDey, Sandip, and Anjan K. Bhowmick. "Seismic performance of composite plate shear walls." Structures 6 (May 2016): 59–72. http://dx.doi.org/10.1016/j.istruc.2016.01.006.
Full textGuo, Zhen, and Ying Shu Yuan. "Shear Performance of Composite Steel Plate Shear Walls with Trilateral Constrained by Experimental Study." Advanced Materials Research 163-167 (December 2010): 239–44. http://dx.doi.org/10.4028/www.scientific.net/amr.163-167.239.
Full textDissertations / Theses on the topic "Coupled Composite Plate Shear Walls"
Mirza, Adeel R. "Evaluation of AISC Steel Coupling Beam Embedment Length in Composite Ordinary Shear Walls." University of Cincinnati / OhioLINK, 2018. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1543577095290297.
Full textO'Dell, Jason. "Wood plastic composite sill plate for continuous anchorage of shear walls in light-frame wood structures." Online access for everyone, 2008. http://www.dissertations.wsu.edu/Thesis/Summer2008/j_odell_060108.pdf.
Full textCHEN, PO-YEN, and 陳柏言. "Study on Seismic Behavior for Steel Plate Composite High Strength Reinforced Concrete Coupling Beams of Shear Walls." Thesis, 2019. http://ndltd.ncl.edu.tw/handle/da67p8.
Full text國立臺北科技大學
土木工程系土木與防災碩士班
107
Previous studies have pointed out that the built-in steel plate and the lateral ribs in the connecting beam can increase the shear capacity of the beam, and the failure mode changes from shear failure to flexural failure, improve the composite between concrete and steel plate and transmit shear force. The bearing flaps and stiffening plates at the end of the steel plate will destroy the anchoring zone, causing the strength of the steel-containing connecting beam to decay rapidly. In this study, five high-strength reinforced concrete connecting beams were designed and built-in steel plate specimens, with the addition of shearing nails, anchor length and treatment, and the addition of lateral ribs and steel plates to the main design variables. The experimental results show that the built-in steel plate and the lateral ribs and the additional shear nails can increase the shear capacity of the beam, and the failure mode changes from shear failure to flexural failure. The lateral reinforcement of the steel plate is added to the steel plate. Shear studs can improve the composite between concrete and steel plate and transmit shear force. The anchor length of the end of the steel plate is sufficient and the configuration of shear pins and openings can be used to effectively improve the damage of the anchoring zone. The standard test piece configuration steel plate can improve the maximum lateral force strength, displacement capacity, cumulative energy dissipation and initial stiffness of the test piece when the steel plate is anchored and the beam body is well compounded.
Chan, Chia-Hsin, and 詹家昕. "Experimental and Analytical Studies on the Lateral Load-Displacement Curves of Shear-Critical Steel-Plate Concrete Composite Walls with Boundary Elements." Thesis, 2018. http://ndltd.ncl.edu.tw/handle/7ja4u4.
Full text國立臺灣大學
土木工程學研究所
106
Steel-plate concrete (SC) composite wall has high stiffness and high strength. They are mainly used in safety-related nuclear facilities and high-rise structural systems. Currently, AISC N690s1-15 (2015) and AISC 341-16 (2016) provide equations which are based on the behavior of SC walls subjected to pure in-plane shear to predict the in-plane shear strength of SC wall. Nevertheless, both AISC N690s1-15 (2015) and AISC 341-16 (2016) neglect the effect of aspect ratio (height-to-length). In practical application, a SC wall is affected not only by pure in-plane shear behavior but also by in-plane flexure behavior. As a result, the effect of flexure-shear interaction should be considered. On the other hand, a SC wall is very often connected with perpendicular SC walls at the ends. The perpendicular walls become the boundary elements of the longitudinal wall. Since the boundary elements can provide additional overturning moment resistance to the system, the failure mode of SC walls with boundary elements becomes shear failure. Therefore, the prediction of in-plane shear strength of shear-critical SC walls with boundary elements is one of the significant issues. Recently, the studies of in-plane shear strength prediction of SC walls with boundary elements state different opinion of the effect of the aspect ratio. Furthermore, AISC N690s1-15 (2015) and AISC 341-16 (2016) do not offer the equation of lateral load-displacement curves. Consequently, this study aims to discuss the behavior of shear-critical SC walls with boundary elements and the impact of aspect ratio of a shear-critical SC wall on its strength. In addition, this research constructs a model of shear strength prediction which can dominate the effect of aspect ratio and provides two methods for building lateral load-displacement curves. In the experimental program, two large-size spcimens were tested under displacement-controlled cyclic loading. From previous literatures and the test results of this research, it is clear that when aspect ratio is under certain value, the impact of aspect ratio on the shear strength is more noticeable and vice versa. By comparing the concrete minimum principal stress results from finite element method analysis with the concrete failure results from experiment, the possible mechanism of infilled concrete is obtained. To sum up, the shear strength prediction model in this research is modified from the model of Booth et al. (2015) and it takes the effect of the aspect ratio into consideration. Moreover, the prediction model is simplified by observing the analytical results of LS-DYNA. The benchmarked finite element models are then used to conduct a parametric study, which investigates the effects of wall aspect ratio, reinforcement ratio and uniaxial concrete compressive strength on the depth of the concrete compression zone. The verification results shows that the prediction model in this study is more accurate than any other prediction models from seleted literatures. Lateral load-displacement curves of shear-critical SC walls with boundary elements are developed by simplified analytical models from Epackachi et al. (2015a) and by PISA3D pushover models. Both predicted curves match the initial stiffness from finite element method analysis and the experimental peak lateral strength within a drift ratio of 2.0%.
Book chapters on the topic "Coupled Composite Plate Shear Walls"
Najm, Hadee Mohammed, Saber Kouadri, and Manahel Shahath Khalaf. "Finite Element Model of Smart Composite Steel Plate Shear Walls." In Lecture Notes in Civil Engineering, 287–308. Cham: Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-12011-4_22.
Full text"Mixed and composite structures Study on the shear strength of composite concrete and steel plate shear walls with binding bars." In Behaviour of Steel Structures in Seismic Areas, 653–58. CRC Press, 2012. http://dx.doi.org/10.1201/b11396-98.
Full textConference papers on the topic "Coupled Composite Plate Shear Walls"
A., Razzazzadeh, and Mashiri F. R. "Analysis of Steel Plate Shear Walls." In 4th International Conference on Steel & Composite Structures. Singapore: Research Publishing Services, 2010. http://dx.doi.org/10.3850/978-981-08-6218-3_ss-we025.
Full textQin, Rong, Guo Lanhui, Fan Feng, and Zhang Sumei. "Seismic behavior of composite frame infilled composite steel plate shear walls." In 2011 International Conference on Consumer Electronics, Communications and Networks (CECNet). IEEE, 2011. http://dx.doi.org/10.1109/cecnet.2011.5769262.
Full textDeng, Xiaoyan, Mehdi Dastfan, and Robert G. Driver. "Behaviour of Steel Plate Shear Walls with Composite Columns." In Structures Congress 2008. Reston, VA: American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/41016(314)100.
Full textBorello, D. J., and L. A. Fahnestock. "Design and Testing of Coupled Steel Plate Shear Walls." In Structures Congress 2011. Reston, VA: American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41171(401)65.
Full textMamazizi, Arman, and Shabaz Shawqi Ahmed. "Seismic Performance of Composite Steel Plate Shear Walls(CSPSW) Containing Two Openings." In 2022 8th International Engineering Conference on Sustainable Technology and Development (IEC). IEEE, 2022. http://dx.doi.org/10.1109/iec54822.2022.9807556.
Full textJin, Huajian, Guoqiang Li, and Feifei Sun. "Study on non-buckling steel plate shear walls with corrugated core panel." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Valencia: Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.7009.
Full textHatami, F., A. Rahai, and L. Hoseinzadeh. "Optimization of concrete/steel thickness ratio in composite steel plate shear walls (CSSWs)." In OPTI 2009. Southampton, UK: WIT Press, 2009. http://dx.doi.org/10.2495/op090161.
Full textBhardwaj, Saahastaranshu R., Amit H. Varma, and Taha Al-Shawaf. "Outline of Specification for Composite SC Walls in Nuclear Facilities." In 2016 24th International Conference on Nuclear Engineering. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/icone24-60960.
Full textLI, Guoqiang, Mengde PANG, Feifei Sun, Liulian LI, and Jianyun SUN. "Experimental Comparison Study on Cyclic Behavior of Coupled Shear Walls with Two-Level-Yielding Steel Coupling Beam and RC Coupling Beam." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Valencia: Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.7026.
Full textZhang, Wei, Jianen Chen, Qian Wang, and Min Sun. "Investigation on Nonlinear Trends of Composite Laminated Plate." In ASME 2012 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/imece2012-85861.
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