Добірка наукової літератури з теми "Composite Plate Shear Walls / Concrete-Filled"
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Статті в журналах з теми "Composite Plate Shear Walls / Concrete-Filled"
Wei, Fangfang, Zejun Zheng, Jun Yu, and Yongquan Wang. "Structure behavior of concrete filled double-steel-plate composite walls under fire." Advances in Structural Engineering 22, no. 8 (February 8, 2019): 1895–908. http://dx.doi.org/10.1177/1369433218825238.
Повний текст джерелаZheng, Zejun, Jun Yu, Fangfang Wei, and Jun Wu. "Numerical study of blast performance of concrete filled double-steel-plate composite walls." International Journal of Protective Structures 11, no. 1 (May 2, 2019): 23–40. http://dx.doi.org/10.1177/2041419619845010.
Повний текст джерелаZhang, You Jia, Wei Xing Liu, and Xiao Shuang Shao. "Review of Studies on the Seismic Behavior of Composite Shear Walls with Double Steel Plates and Filled Concrete." Applied Mechanics and Materials 680 (October 2014): 179–81. http://dx.doi.org/10.4028/www.scientific.net/amm.680.179.
Повний текст джерелаHu, Hong-Song, Jian-Guo Nie, and Matthew R. Eatherton. "Deformation capacity of concrete-filled steel plate composite shear walls." Journal of Constructional Steel Research 103 (December 2014): 148–58. http://dx.doi.org/10.1016/j.jcsr.2014.08.006.
Повний текст джерелаZhang, Jian Wei, Wan Lin Cao, Hong Ying Dong, and Gang Li. "Experimental Study on Seismic Performance of Mid-Rise Composite Shear Walls with CFT Columns and Embedded Steel Plate." Advanced Materials Research 163-167 (December 2010): 2274–84. http://dx.doi.org/10.4028/www.scientific.net/amr.163-167.2274.
Повний текст джерелаShafaei, Soheil, Amit H. Varma, Jungil Seo, and Ron Klemencic. "Cyclic Lateral Loading Behavior of Composite Plate Shear Walls/Concrete Filled." Journal of Structural Engineering 147, no. 10 (October 2021): 04021145. http://dx.doi.org/10.1061/(asce)st.1943-541x.0003091.
Повний текст джерелаKenarangi, Hadi, Emre Kizilarslan, and Michel Bruneau. "Cyclic behavior of c-shaped composite plate shear walls – Concrete filled." Engineering Structures 226 (January 2021): 111306. http://dx.doi.org/10.1016/j.engstruct.2020.111306.
Повний текст джерелаPolat, Erkan. "Boundary plate influence on tie bars axial force demands in composite plate shear walls‒concrete filled." Challenge Journal of Structural Mechanics 8, no. 4 (December 13, 2022): 166. http://dx.doi.org/10.20528/cjsmec.2022.04.005.
Повний текст джерелаNie, Xin, Jia-Ji Wang, Mu-Xuan Tao, Jian-Sheng Fan, and Fan-Min Bu. "Experimental study of flexural critical reinforced concrete filled composite plate shear walls." Engineering Structures 197 (October 2019): 109439. http://dx.doi.org/10.1016/j.engstruct.2019.109439.
Повний текст джерелаLi, XiaoHu, and Yan Yuan. "Buckling Behavior of Steel Plates and Concrete Filled Composite Shear Walls Related Nuclear Power Engineering." Advances in Sciences and Engineering 11, no. 1 (June 15, 2019): 23–32. http://dx.doi.org/10.32732/ase.2019.11.1.23.
Повний текст джерелаДисертації з теми "Composite Plate Shear Walls / Concrete-Filled"
CHEN, 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.
Повний текст джерела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.
Повний текст джерела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%.
Частини книг з теми "Composite Plate Shear Walls / Concrete-Filled"
"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.
Повний текст джерела"Finite Element Analysis of Composite Shear Walls with Double Steel Plates and Filled Concrete for a Nuclear Island Structure under In-Plane Loading." In Materials in Environmental Engineering, 391–412. De Gruyter, 2017. http://dx.doi.org/10.1515/9783110516623-038.
Повний текст джерелаТези доповідей конференцій з теми "Composite Plate Shear Walls / Concrete-Filled"
Jin, 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.
Повний текст джерелаHatami, 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.
Повний текст джерелаBhardwaj, 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.
Повний текст джерелаJiang, Dongqi, Shanquan Liu, Tao Chen, and Gang Bi. "Machine learning-based failure mode identification of RCSPSW." In IABSE Congress, Christchurch 2021: Resilient technologies for sustainable infrastructure. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/christchurch.2021.1150.
Повний текст джерелаXu, Fei, Tak-Ming Chan, and Ju Chen. "Punching Shear Mechanism Based Design of Concrete-Filled CHS T-Joints under In-Plane Bending." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Valencia: Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.7513.
Повний текст джерелаGuo, Lanhui, Sumei Zhang, and Ran Li. "Hysteretic Behavior of Composite Steel Plate Shear Wall Systems." In 10th International Conference on Advances in Steel Concrete Composite and Hybrid Structures. Singapore: Research Publishing Services, 2012. http://dx.doi.org/10.3850/978-981-07-2615-7_346.
Повний текст джерелаZhou, Junming, Y. L. Mo, Xianghong Sun, and Jie Li. "Seismic Performance of Composite Steel Plate Reinforced Concrete Shear Wall." In 12th Biennial International Conference on Engineering, Construction, and Operations in Challenging Environments; and Fourth NASA/ARO/ASCE Workshop on Granular Materials in Lunar and Martian Exploration. Reston, VA: American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41096(366)285.
Повний текст джерелаShang, Ziduan, Xiao Huang, Yugang Sun, and Meng Chu. "A Recommended Method for SC Wall Design-Evaluation Regarding the Elasto-Plastic Behavior Under Beyond Design Basis Seismic Loading." In 2018 26th International Conference on Nuclear Engineering. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/icone26-81088.
Повний текст джерелаHitaka, Toko, and Andres Jacobsen. "Cyclic Tests on RC-Steel Shear Plate Composite Wall System Applicable in Beam Spans with Large Openings." In International Conference on Composite Construction in Steel and Concrete 2008. Reston, VA: American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41142(396)38.
Повний текст джерелаNie, Jian-Guo, and Xiao-Wei Ma. "Effective Stiffness of Steel Plate-Concrete Composite Shear Wall Structures under Normal Status." In Structures Congress 2014. Reston, VA: American Society of Civil Engineers, 2014. http://dx.doi.org/10.1061/9780784413357.218.
Повний текст джерелаЗвіти організацій з теми "Composite Plate Shear Walls / Concrete-Filled"
Agrawal, Shubham, Morgan Broberg, and Amit Varma. Seismic Design Coefficients for SpeedCore or Composit Plate shear Walls - Concrete Filled (C-PSW/CF) Final Project Report. Purdue University, 2020. http://dx.doi.org/10.5703/1288284317125.
Повний текст джерела