Relevant bibliographies by topics / Reinforced shear wall

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  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Reinforced shear wall'

Author: Grafiati
Published: 7 June 2025
Last updated: 2 August 2025

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Journal articles on the topic "Reinforced shear wall"

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Jiang, Huan Jun, and Lao Er Liu. "Numerical Analysis of RC Shear Walls under Cyclic Loading by PERFORM-3D." Advanced Materials Research 250-253 (May 2011): 2253–57. http://dx.doi.org/10.4028/www.scientific.net/amr.250-253.2253.

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For engineering practice purpose, the macroscopic model capable of simulating the main characteristics of nonlinear behavior is desirable to reduce computational efforts in nonlinear structural analysis. Several different types of macroscopic models for shear walls have been developed. The shear wall element used in the commercial program PERFORM-3D is one types of macroscopic models for reinforced concrete shear walls. The application of PERFORM-3D in the nonlinear static analysis of reinforced concrete shear walls is introduced in this study. The selection of constitutive models and the dete
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Kang, Su Won, and Hyun Do Yun. "Effect of Cement Matrix’s Type on the Shear Performance of Lightly Reinforced Squat Shear Walls Subjected to Cyclic Loading." Advanced Materials Research 658 (January 2013): 42–45. http://dx.doi.org/10.4028/www.scientific.net/amr.658.42.

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This study was conducted to experimentally investigate the shear behavior of non-ductile squat shear walls with different cement matrixes such as normal concrete, fiber-reinforced concrete(FRC), and strain-hardening cement composite(SHCC). The cement matrix type’s effect in the lightly reinforced squat shear wall was evaluated through the testing of three one-third scale walls with a height-to-length ratio (hw/lw) of 0.55 under top displacement reversals. Experimental results show that the cement matrix type in the non-seismically detailed squat shear walls has a significant effect on the shea
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Kamble, Ms Diksha. "A Conceptual study of Wind Load with Different Types of Lateral Load Resisting Methods in 15-Storey Structure." INTERANTIONAL JOURNAL OF SCIENTIFIC RESEARCH IN ENGINEERING AND MANAGEMENT 08, no. 05 (2024): 1–5. http://dx.doi.org/10.55041/ijsrem34805.

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Traditionally, outrigger and belt truss additions are used to strengthen the rigidity of tall buildings with central cores in order to control displacements. At the top of the structure, a single level outrigger can efficiently reinforce a building. The lateral stiffness of each outrigger level rises, although not as much as that of the top level. The primary lateral force-resisting elements of high-rise building structures are shear walls. Higher-performance shear walls are necessary because to the ever-increasing building code requirements and the rising height of high-rise and super high-ri
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Kamble, Ms Diksha. "Analysis of Wind Load in a 15-Storey Building Using Various Lateral Load Resisting Techniques: A Review." INTERANTIONAL JOURNAL OF SCIENTIFIC RESEARCH IN ENGINEERING AND MANAGEMENT 08, no. 05 (2024): 1–5. http://dx.doi.org/10.55041/ijsrem35300.

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Traditionally, outrigger and belt truss additions are used to strengthen the rigidity of tall buildings with central cores in order to control displacements. At the top of the structure, a single level outrigger can efficiently reinforce a building. The lateral stiffness of each outrigger level rises, although not as much as that of the top level. The primary lateral force-resisting elements of high-rise building structures are shear walls. Higher-performance shear walls are necessary because to the ever-increasing building code requirements and the rising height of high-rise and super high-ri
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Kang, Yan Bo, Shi Min Huang, and Qiu Lai Yao. "Comparative Study on Shear Wall and Brick Wall Strengthened with Reinforced Concrete Splint." Advanced Materials Research 639-640 (January 2013): 1108–13. http://dx.doi.org/10.4028/www.scientific.net/amr.639-640.1108.

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The test process and analysis of 3 walls and the expand calculation about walls are introduced in this paper. Through a series of low-cycle repeated load experiments, the paper do comparative studies on the seismic behavior of concrete shear wall and brick wall strengthened with reinforced concrete splint firstly. Because of the limitations of experiment, the study focuses on the unreinforced brick wall, the 120mm shear wall, the brick wall strengthened with double 60mm reinforced concrete splint and the brick wall strengthened with single 60mm reinforced concrete splint. On the basis of the e
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Nannan, Zhao, Wang Yaohong, Han qing, and Su Hao. "Bearing capacity of composite shear wall incorporating a concrete-filled steel tube boundary and column-type reinforced wall." Advances in Structural Engineering 23, no. 10 (2020): 2188–203. http://dx.doi.org/10.1177/1369433220911156.

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Composite shear walls are widely used in high-rise buildings because of their high bearing capacity. To improve the bearing capacity of ordinary shear walls, restraining elements are usually installed at both boundaries or within the wall body. In this article, two different restraining elements, namely, a rectangular steel tube and a column-type reinforcement (the whole wall body was restrained by segmented stirrups and tied by diagonal bars), were applied to the boundary frame and wall body of the shear wall either jointly or separately. A new type of steel-concrete composite shear wall, ref
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Zhu, Junfeng, Donghui Zheng, and Yifan Li. "Failure Dependence Analysis of Shear Walls with Different Openings under Fortification Earthquakes." Mechanical Engineering Research 3, no. 1 (2013): 185. http://dx.doi.org/10.5539/mer.v3n1p185.

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It is necessary to study failure dependence problem in order to solve system reliability in the field of Civil Engineering. In this paper, failure dependence of reinforced concrete shear walls with different openings (including the whole shear wall, the shear wall with small opening, the coupled shear wall, the shear wall frame) are studied under fortification earthquakes using Monte Carlo method. The results demonstrate that failure of reinforced concrete shear walls with different openings is neither fully independent nor fully relevant. The number of failure dependent floors is about one-ha
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Shi, Ke, Mengyue Zhang, Pengfei Li, et al. "Seismic Behavior of Steel-Fiber-Reinforced High-Strength Concrete Shear Wall with CFST Columns: Experimental Investigation." Fibers 9, no. 11 (2021): 75. http://dx.doi.org/10.3390/fib9110075.

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To improve the seismic behavior of shear walls, a new composite shear wall composed of a steel-fiber-reinforced high-strength concrete (SFRHC) web and two square concrete-filled steel tube (CFST) columns, namely a steel-fiber-reinforced concrete shear wall with CFST columns, is proposed in this paper. Therefore, the main purpose of this paper is to present an experimental investigation of the seismic behavior of the SFRHC shear wall with CFST columns. Pseudo-static tests were carried out on seven composite shear walls, and the seismic performance of the shear walls was studied and quantified i
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El-Kady, Hany, Osama Amer, Ahmed H. Ali, and Hesham Haggag. "Experimental Investigation on the Cyclic In-Plane Behavior of GFRP-Reinforced Concrete Shear Walls." Buildings 12, no. 11 (2022): 1948. http://dx.doi.org/10.3390/buildings12111948.

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The current study presents an experimental investigation performed on slender reinforced concrete shear walls, representing a common lateral-load resisting system of mid-rise buildings. The walls were reinforced with steel and glass fiber-reinforced polymer (GFRP) bars and tested up to failure under reversed quasi-static cyclic loading to investigate the capability of GFRP bars in reinforcing RC shear walls under seismic loads. Moreover, the effect of the GFRP reinforcement ratio on the structural response, deformation performance, and failure mode resulting in RC walls, compared with its beha
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Mo, Xuan, Zhijun Yuan, Yigang Jia, Liangjian Lu, Naiwen Ke, and Xianglan Wei. "Experimental Study on Seismic Performance of Composite Shear Wall with Horizontal Connection and Frame." Sustainability 16, no. 13 (2024): 5552. http://dx.doi.org/10.3390/su16135552.

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Prefabricated concrete shear-wall structures are a primary form of prefabricated concrete construction. In this paper, the seismic performance of precast shear walls with frames is studied by experimental methods. The failure characteristics, hysteretic performance, energy dissipation capacity, stiffness degradation, and ductility of the shear wall are mainly analyzed. The results indicate that incorporating various frames into concrete shear walls can significantly enhance the traditional single seismic defense line. The maximum differences between the positive and negative initial stiffnesse
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Dissertations / Theses on the topic "Reinforced shear wall"

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Soydas, Ozan. "Evaluation Of Shear Wall Indexes For Reinforced Concrete Buildings." Master's thesis, METU, 2009. http://etd.lib.metu.edu.tr/upload/3/12610380/index.pdf.

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An analytical study was carried out to evaluate shear wall indexes for low to mid-rise reinforced concrete structures. The aim of this study was to evaluate the effect of different shear wall ratios on performance of buildings to be utilized in the preliminary assessment and design stages of reinforced concrete buildings with shear walls. In order to achieve this aim, forty five 3D building models with two, five and eight storeys having different wall ratios were generated. Linearly elastic and nonlinear static pushover analyses of the models were performed by SAP2000. Variation of roof drift
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Vaughan, Timothy Phillips. "Evaluation of masonry wall performance under cyclic loading." Pullman, Wash. : Washington State University, 2010. http://www.dissertations.wsu.edu/Thesis/Spring2010/t_vaughan_042310.pdf.

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Thesis (M.S. in civil engineering)--Washington State University, May 2010.<br>Title from PDF title page (viewed on July 14, 2010). "Department of Civil and Environmental Engineering." Includes bibliographical references (p. 72-73).
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Gilles, Damien Claude. "In situ dynamic characteristics of reinforced concrete shear wall buildings." Thesis, McGill University, 2011. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=103463.

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Structural engineers routinely need to make assumptions about the dynamic properties (natural periods, mode shapes, and damping) of a building to simulate its response to dynamic loads, such as strong winds or earthquake ground motions. However, the assumed properties may significantly differ from those of the actual building, once it is constructed, due to differences between the idealized model and in situ conditions. The main objectives of this study are to evaluate how common models and assumptions used to predict the dynamic properties of buildings compare to those measured in actual buil
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Hagen, Garrett Richard. "Performance-Based Analysis of a Reinforced Concrete Shear Wall Building." DigitalCommons@CalPoly, 2012. https://digitalcommons.calpoly.edu/theses/803.

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PERFORMANCE-BASED ANALYSIS OF A REINFORCED CONCRETE SHEAR WALL BUILDING Garrett Richard Hagen In this thesis, a special reinforced concrete shear wall building was designed per ASCE 7-05, and then the performance was investigated using the four analysis procedures outlined in ASCE 41-06. The proposed building was planned as a 6-story office building in San Francisco, CA. The structural system consisted of a two-way flat plate and reinforced concrete columns for gravity loads and slender structural walls for seismic loads. The mathematical building models utilized recommendations from ASCE 41-0
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Rafie, Nazari Yasamin. "Seismic Fragility Analysis of Reinforced Concrete Shear Wall Buildings in Canada." Thesis, Université d'Ottawa / University of Ottawa, 2017. http://hdl.handle.net/10393/36090.

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Damage observed after previous earthquakes indicates that a large number of existing buildings are vulnerable to seismic hazard. This research intends to assess seismic vulnerability of regular and irregular shear wall buildings in Canada, having different heights and different levels of seismic design and detailing. As seismic hazard is a probabilistic event, a probabilistic methodology has been adopted to assess the seismic vulnerability of the shear wall buildings. The proposed research encompasses a comprehensive fragility analysis for seismic vulnerability of shear wall buildings in Canad
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Perez-Barbante, Dezire Q'anna. "IN-PLANE CYCLIC SHEAR PERFORMANCE OF PIPE STEM REINFORCED COB WALL." DigitalCommons@CalPoly, 2019. https://digitalcommons.calpoly.edu/theses/2116.

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This thesis investigates full-scale pipe stem reinforced cob walls under in-plane cyclic shear loads. Cob is the combination of clay subsoils, sand, straw and water that is built in lifts to produce monolithic walls. There is insufficient amount of information on cob as a building material in today’s age. The prior research that exists has examined varying straw content and type, water content, and mixture ratios to determine their effect on strength. There is currently one report that analyzes full-scale cob walls under in-plane loading. This thesis looks to iterate the full-scale tests and s
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Bazargani, Poureya. "Seismic demands on gravity-load columns of reinforced concrete shear wall buildings." Thesis, University of British Columbia, 2014. http://hdl.handle.net/2429/46651.

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In shear wall buildings, walls serve as the seismic force resisting system while the gravity-load system consists of columns that are primarily designed to carry the weight of the building through frame action and are not detailed for seismic ductility. Design codes require the gravity-load system to be checked for deformation compatibility as the building deforms laterally. The process of checking the columns for adequate deformability still requires more work. In addition to flexural deformations, components such as shear strain and rotation of the foundation contribute significantly to lat
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Bin, Mohamed Zainai. "Shear strength of reinforced concrete wall-beam structures : upper-bound analysis and experiments." Thesis, University of Cambridge, 1987. https://www.repository.cam.ac.uk/handle/1810/244866.

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This study presents rigid-plastic methods of analysis of shear failure in reinforced concrete (R. C.) wall-beam type structures when subjected to in-plane loading. The upper-bound approach is emphasised. Present shear design practice (e.g. BS8110:1985) relies much upon empirical solutions, but it is inadequately Substantiated by theoretical analyses when compared with design against bending moments. Review of previous work on shear failure in R. C. beams demonstrates the need for a rational analysis approach which broadly represents the important physical characteristics and mechanics of shear
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Comlekoglu, Hakki Gurhan. "Effect Of Shear Walls On The Behavior Of Reinforced Concrete Buildings Under Earthquake Loading." Master's thesis, METU, 2009. http://etd.lib.metu.edu.tr/upload/2/12611277/index.pdf.

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An analytical study was performed to evaluate the effect of shear wall ratio on the dynamic behavior of mid-rise reinforced concrete structures. The primary aim of this study is to examine the influence of shear wall area to floor area ratio on the dynamic performance of a building. Besides, the effect of shear wall configuration and area of existing columns on the seismic performance of the buildings were also investigated. For this purpose, twenty four mid-rise building models that have five and eight stories and shear wall ratios ranging between 0.51 and 2.17 percent in both directions were
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Khan, Jalil Mohammad. "Nonlinear response of reinforced concrete coupling members in earthquake-resisting shear wall structures." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1997. http://www.collectionscanada.ca/obj/s4/f2/dsk3/ftp04/mq29605.pdf.

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Books on the topic "Reinforced shear wall"

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H, Hofmayer C., U.S. Nuclear Regulatory Commission. Office of Nuclear Regulatory Research. Division of Engineering Technology., and Brookhaven National Laboratory, eds. Finite element analyses for seismic shear wall international standard problem. Division of Engineering Technology, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1998.

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H, Hofmayer C., U.S. Nuclear Regulatory Commission. Office of Nuclear Regulatory Research. Division of Engineering Technology., and Brookhaven National Laboratory, eds. Finite element analyses for seismic shear wall international standard problem. Division of Engineering Technology, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1998.

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Farrar, C. R. Experimental assessment of damping in low aspect ratio, reinforced concrete shear wall structure. Division of Engineering, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1988.

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American Society of Civil Engineers. Working Group on Stiffness of Concrete Shear Wall Structures., ed. Stiffness of low rise reinforced concrete shear walls. The Society, 1994.

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Farrar, C. R. Stiffness of low-aspect-ratio, reinforced concrete shear walls. Division of Engineering, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1993.

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Farrar, C. R. Damping in low-aspect-ratio, reinforced concrete shear walls. Division of Engineering, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1993.

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E, Baker W., U.S. Nuclear Regulatory Commission. Office of Nuclear Regulatory Research. Division of Engineering., and Los Alamos National Laboratory, eds. Stiffness of low-aspect-ratio, reinforced concrete shear walls. Division of Engineering, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1993.

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Farrar, C. R. Stiffness of low-aspect-ratio, reinforced concrete shear walls. Division of Engineering, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1993.

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Farrar, C. R. Damping in low-aspect-ratio, reinforced concrete shear walls. Division of Engineering, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1993.

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Farrar, C. R. Damping in low-aspect-ratio, reinforced concrete shear walls. Division of Engineering, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1993.

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Book chapters on the topic "Reinforced shear wall"

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Zhang, Luyang, Jitao Yao, and Yuting Tong. "Seismic Behavior of Steel-Polypropylene Hybrid Fiber Reinforced Concrete Shear Wall." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-4090-1_39.

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AbstractThis study investigated the loading mechanism of SPFRC shear walls by conducting low-cycle repeated loading tests on two steel-polypropylene hybrid fiber reinforced concrete (SPFRC) shear walls and one reinforced concrete (RC) shear wall. Furthermore, this study analyzed the impact of fiber content and axial compression ratio on the failure mode, shear carrying capacity, ductility, and energy dissipation capacity of the shear walls. The test results show that hybrid fibers effectively restrain the development of cracks in shear walls, and improve the shear carrying capacity, deformatio
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Žuvelek, Vlaho, Ivan Ćurković, Ivan Lukačević, and Andrea Rajić. "Numerical Investigation of Double-Skin Cold-Formed Steel Shear Wall Filled with Concrete." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-57800-7_9.

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AbstractSteel and composite shear wall systems are used for vertical stabilisation of buildings and have been widely investigated in recent decades. Such systems provide excellent shear strength and ductility while allowing material savings due to optimal material usage and an increase in construction speed. A double-skin cold-formed steel shear wall filled with concrete is an innovative composite shear wall that is composed of cold-formed corrugated steel sheets and intermediate fasteners filled with concrete which is in turn bounded by a steel frame. Steel sheets are connected onto a concret
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Guo, Zhenlei, Zhijie Gao, Zhongjian Duan, and Jiayang Zhang. "Basic Research on Automatic Tying Equipment for Reinforced Steel Skeletons of Precast Shear Walls." In Advances in Frontier Research on Engineering Structures. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-19-8657-4_31.

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AbstractIn order to study the parameters of the automatic tying equipment for steel skeletons of precast shear walls, 19 precast-shear-wall projects and 16,036 precast-shear walls have been explored, with the thickness of the steel skeletons being studied according to the specifications and sleeve diameters, and the difference between production with and without edge forms being analyzed. The study displays that the automatic tying equipment for steel skeletons should be able to produce wall panels with a height of 2.5–2.95 m and a width of 0.8–5.9 m; the equipment should be able to produce 6–
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Yagoub, Nouraldaim F. A., and Xiuxin Wang. "Finite Element Analysis of Self-centering Reinforced Concrete Shear Walls." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-2532-2_41.

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AbstractPost-tensioned precast concrete walls are an attractive research trend in structural engineering, which replaces cast-in-place concrete walls in earthquake-prone buildings. Precast concrete walls use mild steel and high-strength post-tensioning steel for flexural resistance. Mild steel reinforcement yields in tension and compression, dissipating inelastic energy. Unbounded tendons are used inside the wall to give self-centering capability, which lowers residual displacements. At the wall-foundation, horizontal slots are installed equally. Meanwhile, the middle-wall concrete is still an
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Priyadarshini, N. B. S., M. Ashritha, Kamalini Devi, and A. Obulesh. "Optimization of Reinforced Concrete Shear Wall by Machine Learning." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-2676-3_37.

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Sabapathy, Y. K., V. Nithish, S. Vishnu Varadan, and K. Udhaya Prabhu. "Shear Behaviour of Concrete Wall Panels Reinforced with FRP Bars." In Lecture Notes in Civil Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-5101-7_26.

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Yagoub, Nouraldaim F. A., Aqdas Shehzad, Hikma Ally, and Xiuxin Wang. "Modeling Resilient Self-centering Concrete Walls with Repairable Structural Fuses to Predict Earthquake Performance." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-4355-1_21.

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AbstractIn the last decades, earthquake-resilient structural systems have become popular in rocking structures and are considered a viable option for buildings in seismic regions. Self-centering concrete shear wall systems offer numerous benefits, including reduced seismic damage. Designing buildings, especially in areas with weak earthquakes, needs a simple damper for energy dissipation in terms of design, execution, and ease of removal after the seismic. Extensive experimental studies have demonstrated excellent seismic performance of the self-centering shear walls. However, the analytical m
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Murugan, Komathi, and Amlan K. Sengupta. "Modelling the Shear Behaviour of Wall-Type Short Reinforced Concrete Columns." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-6603-1_29.

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Hsu, Yu-Cheng, Miaoyuan Dou, T. Y. Yang, and Svetlana Brzev. "Ultimate Drift Capacity of Flexure-Dominant Reinforced Concrete Masonry Shear Wall." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-34027-7_11.

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Shil, Pijush, Shubham Singhal, Ajay Chourasia, and Ravindranatha. "Seismic Performance Assessment of Reinforced Concrete Building with Precast Shear Wall." In Lecture Notes in Civil Engineering. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-15-9976-7_10.

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Conference papers on the topic "Reinforced shear wall"

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Taware, Akshaya A., Wasudeo N. Deulkar, and Swapnil B. Kharmale. "Evaluation of the Seismic Performance of Coupling Beams for Reinforced Concrete Shear Wall Building." In 2024 International Conference on Artificial Intelligence and Quantum Computation-Based Sensor Application (ICAIQSA). IEEE, 2024. https://doi.org/10.1109/icaiqsa64000.2024.10882372.

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Daleyev, Dalel, Philipp Stauß, and Iva Kovacic. "A Shear Wall Layout Optimization Strategy Aimed at Prioritizing Re-Use and Pre-Fabrication Of Reinforced Concrete Walls." In Creative Construction Conference 2024. Budapest University of Technology and Economics, 2024. http://dx.doi.org/10.3311/ccc2024-060.

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Curkovic, Ivan, Davor Skejic, Janko Košćak, and Ivan Lukačević. "Experimental Study on the Performance of Steel and Composite Plate Shear Walls Under Cyclic Behaviour." In IABSE Congress, San José 2024: Beyond Structural Engineering in a Changing World. International Association for Bridge and Structural Engineering (IABSE), 2024. https://doi.org/10.2749/sanjose.2024.0667.

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&lt;p&gt;Shear walls are mainly used as lateral load-resisting systems in tall structures or in any other case of high seismic activity. When referring to predominantly steel structures either steel plate shear wall (SPSW) or composite steel-concrete shear wall (CPSW) systems can be considered. Both utilise thin steel plates within the frame structure. In SPSW, the load is primarily transferred through tension diagonal, whereas in CPSW, where plate is stiffened with one or more reinforced concrete slabs, the load transfer also occurs through the formation of additional compression diagonals. T
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Oh, Keunyeong, and Keum-Sung Park. "SEISMIC PERFORMANCE EVALUATION OF MASS TIMBER FRAMES REINFORCED WITH WOODEN SHEAR WALLS." In World Conference on Timber Engineering 2025. World Conference On Timber Engineering 2025, 2025. https://doi.org/10.52202/080513-0106.

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Alwashali, Hamood, Satoshi Kumagawa, Chunri Quan, Kiwoong Jin, and Gary M. Raftery. "EVALUATING THE SEISMIC PERFORMANCE OF HYBRID REINFORCED CONCRETE FRAMES WITH CLT SHEAR WALLS: EXPERIMENTAL AND ANALYTICAL APPROACHES." In World Conference on Timber Engineering 2025. World Conference On Timber Engineering 2025, 2025. https://doi.org/10.52202/080513-0105.

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FAN, CHANG LIN, and SHAN YUAN ZHANG. "RIGID-PLASTIC SEISMIC DESIGN OF REINFORCED CONCRETE SHEAR WALL." In Proceedings of the 9th AEPA2008. WORLD SCIENTIFIC, 2009. http://dx.doi.org/10.1142/9789814261579_0059.

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Gilles, D., and G. McClure. "In Situ Dynamic Characteristics of Reinforced Concrete Shear Wall Buildings." In Structures Congress 2012. American Society of Civil Engineers, 2012. http://dx.doi.org/10.1061/9780784412367.196.

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Zhou, 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. American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41096(366)285.

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Morales, Alejandro, Paola Ceresa, and Matías Hube. "SEISMIC SHEAR AND MOMENT DEMANDS IN REINFORCED CONCRETE WALL BUILDINGS." In 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering. Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece, 2019. http://dx.doi.org/10.7712/120119.7211.20160.

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Li, Zheng, Heng Zhou, and Li Qin. "Research on Seismic Performance of Reinforced Concrete Shear Wall Structure." In 2015 6th International Conference on Manufacturing Science and Engineering. Atlantis Press, 2015. http://dx.doi.org/10.2991/icmse-15.2015.10.

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Reports on the topic "Reinforced shear wall"

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Farrar, C., and J. Bennet. Experimental assessment of damping in low aspect ratio, reinforced concrete shear wall structure. Office of Scientific and Technical Information (OSTI), 1988. http://dx.doi.org/10.2172/6909952.

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Grant, Charles. Diaphragm Walls as Permanent Basement Walls in Regions of High Seismicity. Deep Foundations Institute, 2018. http://dx.doi.org/10.37308/cpf-2012-slwl-1.

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Reinforced concrete structural slurry walls have been used in the United States since the early 1960s. The typical practice, and one that makes the economics of slurry walls particularly attractive, is to design the walls to act as both temporary excavation support and permanent basement walls. They often serve as multi-story basements and below grade parking for buildings, for tunnels, subway stations, and other buried structures. One of the early applications was for a foundation for a subway station in San Francisco, but for the most part they have been used more extensively in regions of l
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STUDY ON MECHANICAL PROPERTIES OF STAINLESS STEEL PLATE SHEAR WALL STRENGTHENED BY CORRUGATED FRP. The Hong Kong Institute of Steel Construction, 2022. http://dx.doi.org/10.18057/icass2020.p.305.

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In this paper, the mechanical properties of stainless steel plate shear walls reinforced with fiber reinforced polymer (FRP) of corrugated sections were studied. Two scaled FRP-stainless steel plate shear wall specimens were designed and subjected to the monotonic horizontal load. FRPs in the form of corrugated and flat sections were respectively used to reinforce the embedded steel plates of the steel plate shear wall. The test results show that the failure mode of flat FRP reinforced steel plate shear wall is mainly the peeling of the FRP, while the failure mode of corrugated FRP reinforced
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PROPOSAL FOR ENHANCING THE STRUCTURAL DESIGN OF DOUBLE-SKIN TRUSS-REINFORCED COMPOSITE SHEAR WALL. The Hong Kong Institute of Steel Construction, 2025. https://doi.org/10.18057/ijasc.2025.21.2.3.

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The double-skin truss-reinforced composite shear wall is a type of composite wall with steel plates connected by truss connectors. Established studies have demonstrated the improvement of compressive and shear performance of double steel plate composite shear walls by truss connectors. The structural design of truss connectors is discussed in detail in this article. The upper limit of the connector spacing-to-thickness ratio is investigated based on the elastic stability theory and the superposition principle, and a limit value of 65k is recommended. Based on the plastic hinge theory, the exi
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