Relevant bibliographies by topics / Shear Wall-Frame Structures

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  1. Journal articles
  2. Dissertations / Theses
  3. Book chapters
  4. Conference papers

Academic literature on the topic 'Shear Wall-Frame Structures'

Author: Grafiati
Published: 4 June 2021
Last updated: 17 February 2022

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Journal articles on the topic "Shear Wall-Frame Structures"

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Wang, C. M., K. K. Ang, and S. T. Quek. "Stability formulae for shear-wall frame structures." Building and Environment 26, no. 2 (January 1991): 217–22. http://dx.doi.org/10.1016/0360-1323(91)90029-b.

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Akis, Tolga, Turgut Tokdemir, and Cetin Yilmaz. "Modeling of Asymmetric Shear Wall-Frame Building Structures." Journal of Asian Architecture and Building Engineering 8, no. 2 (November 2009): 531–38. http://dx.doi.org/10.3130/jaabe.8.531.

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Wang, ShouKang. "Deflection Curve of Shear Wall-Braced Frame Structures." IABSE Symposium Report 88, no. 5 (January 1, 2004): 251–56. http://dx.doi.org/10.2749/222137804796301979.

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Hou, Jun Feng, San Qing Su, Bin Bin Li, and Ying Xian Zou. "Shear Wall Stability Computation and Analysis of Reinforced Concrete Frame-Shear Wall Structures." Applied Mechanics and Materials 724 (January 2015): 117–20. http://dx.doi.org/10.4028/www.scientific.net/amm.724.117.

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The stability of the concrete shear wall is composed of the overall stability and wall limb local stability, the overall stability and local stability calculation formula can be used the same form of expression. Based on the theory of stability calculation of elastic thin plate, the trilateral bearing and quadrilateral bearing wall limb length factor is derived. And then, it pointes out the disadvantages of the current code and design software, and gives the corresponding solution.
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Jameel, Mohammed, A. B. M. Saiful Islam, Mohammed Khaleel, and Aslam Amirahmad. "EFFICIENT THREE-DIMENSIONAL MODELLING OF HIGH-RISE BUILDING STRUCTURES." Journal of Civil Engineering and Management 19, no. 6 (October 24, 2013): 811–22. http://dx.doi.org/10.3846/13923730.2013.799096.

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A multi-storey building is habitually modelled as a frame structure which neglects the shear wall/slab openings along with the inclusion of staircases. Furthermore, the structural strength provided by shear walls and slabs is not precisely incorporated. With increasing building height, the effect of lateral loads on a high-rise structure increases substantially. Inclusion of shear walls and slabs with the frame leads to improved lateral stiffness. Besides, their openings may play imperative role in the structural behaviour of such buildings. In this study, 61 multi-storey building configurations have been modelled. Corresponding analyses are performed to cope with the influence of shear walls, slabs, wall openings, masonry walls and staircases in addition to frame modelling. The finite element approach is used in modelling and analysis. Structural responses in each elemental combination are evaluated through equivalent static and free vibration analyses. The assessment reveals that inclusion of only slab components with frame modelling contributes trivial improvement on structural performance. Conversely, the presence of shear wall slabs with frame improves the performance noticeably. Increasing wall openings decreases the structural responses. Furthermore, it is not recommended to model staircases in addition to frame–slab–shear wall modelling, unless the effect of wall openings and slab openings is adequately considered.
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Zhang, Shuo Ying, and Ming Hai Dong. "A Transfer Matrix Method for Frame Shear Wall Structures." Applied Mechanics and Materials 482 (December 2013): 207–12. http://dx.doi.org/10.4028/www.scientific.net/amm.482.207.

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This paper established the theoretical equations of transfer matrix method for frame shear wall structures to solve natural vibration and elastic response under earthquakes. Columns at each storey are combined into an equivalent shear member and shear walls are combined into an equivalent bending member. The structure is simplified as a double member system with the two members being coordinated by the in-plane infinite rigid floors. Transfer matrix of the structure was derived according to the fluctuated equations of equivalent members and the equilibrium and displacement compatibility conditions. After considering the boundary conditions at the bottom and top of structure, it presented the equations and method to solve seismic response, natural frequencies and modes of vibration of the structure. In comparison with FEM, it is a more convenient and universal method and is recommended for preliminary design of frame shear wall structures.
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Surahman, Adang. "Modeling Effects on Forces in Shear Wall-Frame Structures." Journal of Engineering and Technological Sciences 47, no. 2 (May 31, 2015): 117–25. http://dx.doi.org/10.5614/j.eng.technol.sci.2015.47.2.1.

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Jiang, Huanjun, Xiaojuan Liu, and Lingling Hu. "Seismic Fragility Analysis of RC Frame-Shear Wall Structures." IABSE Symposium Report 102, no. 40 (September 1, 2014): 372–79. http://dx.doi.org/10.2749/222137814814027846.

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Cengiz, Emel Yukselis, and Ahmet Isin Saygun. "Determination of collapse safety of shear wall-frame structures." Structural Engineering and Mechanics 27, no. 2 (September 30, 2007): 135–48. http://dx.doi.org/10.12989/sem.2007.27.2.135.

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Pei, Xing Zhu, and Wei Wang. "Research on Prediction Method of Steel Frame-Reinforced Concrete Shear Wall Hybrid Structure Earthquake Response Based on Energy Concept." Advanced Materials Research 163-167 (December 2010): 4442–48. http://dx.doi.org/10.4028/www.scientific.net/amr.163-167.4442.

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The basal theory of energy method is introduced, which makes use of the idea of energy balance to study the earthquake response of structures. Because of the high stiffness and low-cost of the steel frame-reinforced concrete shear wall hybrid structure, it is being widely used. But the study of the earthquake response prediction method of the structure has not been done yet. In this paper, energy method is used to study the earthquake response of the steel frame-reinforced concrete shear wall hybrid structure. A steel frame structure and a steel frame-reinforced concrete shear wall hybrid structure have been designed. The shear wall in steel frame-reinforced concrete shear wall hybrid structure is simplified as a column for easier study. In order to evaluate the results of the energy method, the time history analysis method is also used to study the earthquake response of the two structures. The shear coefficient, maximal interlaminar displacement and damage ratio of the two structures are studied. After comparison, it is found that the results of energy method and the time history analysis method are almost the same. The energy method can be easily used to study the earthquake response of the steel frame-reinforced concrete shear wall hybrid structure.
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Dissertations / Theses on the topic "Shear Wall-Frame Structures"

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Akis, Tolga. "Lateral Load Analysis Of Shear Wall-frame Structures." Phd thesis, METU, 2004. http://etd.lib.metu.edu.tr/upload/3/12604713/index.pdf.

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The purpose of this study is to model and analyze the nonplanar shear wall assemblies of shear wall-frame structures. Two three dimensional models, for open and closed section shear wall assemblies, are developed. These models are based on conventional wide column analogy, in which a planar shear wall is replaced by an idealized frame structure consisting of a column and rigid beams located at floor levels. The rigid diaphragm floor assumption, which is widely used in the analysis of multistorey building structures, is also taken into consideration. The connections of the rigid beams are released against torsion in the model proposed for open section shear walls. For modelling closed section shear walls, in addition to this the torsional stiffness of the wide columns are adjusted by using a series of equations. Several shear wall-frame systems having different shapes of nonplanar shear wall assemblies are analyzed by static lateral load, response spectrum and time history methods where the proposed methods are used. The results of these analyses are compared with the results obtained by using common shear wall modelling techniques.
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Akış, Tolga. "Lateral load analysis of shear wall-frame structures." Ankara : METU, 2004. http://etd.lib.metu.edu.tr/upload/12604713/index.pdf.

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Jayamon, Jeena Rachel. "Seismic Performance Assessment of Wood-Frame Shear Wall Structures." Diss., Virginia Tech, 2017. http://hdl.handle.net/10919/84902.

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Wood-frame shear wall structures are widely used for residential and commercial buildings. These buildings are lightweight, have very ductile connections and includes multiple load paths. The main objective of this dissertation is to evaluate the seismic performance of a wide range of wood-frame shear wall building designs under the influence of modeling and analysis parameter variations. The first step towards the broad objective of seismic performance evaluation is to identify the different modeling and analysis parameters that can have a potential influence in the seismic response variations. The major variations considered in this study include level of critical damping, analytical modeling of damping, hysteresis model shape variations, ground motion characteristics, level of gravity loads, and floor acceleration variations. A subset of building model designs that were originally designed for the development of FEMA P-695 methodology is adapted for the numerical evaluations and a baseline for the variations is established. To study the sensitivity of inherent damping in wood-frame shear wall structures, an extensive literature survey is completed to find the experimentally observed damping levels in these buildings. Later, nonlinear dynamic analysis is performed for the range of damping levels using different Rayleigh damping models. Ground motion scaling methods, source-to-site distance, and peak intensity levels are the selected variations in ground characteristic group. To assist with the ground motion scaling procedures, a computational toolkit is created to produce amplitude and spectrum matched ground motions for response history analysis. The particular hysteresis model CASHEW that is used for the wood-frame shear wall system has a specific load-displacement shape which is a function of the shear wall design. Three key parameters of this model are varied in a range of values that were observed during experimental tests and seismic performance responses are computed for this variations. From the performance evaluations it is observed that the seismic response is quite sensitive to several of the modeling parameter variations and analysis variations mentioned above and has a unique response based on the design of the building. The range of performance variations for the different models are outlined in the chapters included in this dissertation.
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Seckiner, Soner. "Parametric Analysis Of Inelastic Interaction In Frame-wall Structural Systems." Master's thesis, METU, 2011. http://etd.lib.metu.edu.tr/upload/12613654/index.pdf.

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The purpose of this thesis is to investigate the inelastic action in the reinforced concrete frame-wall structures analytically and with that analysis to follow the plastic formation of the structure. For this purpose, six mid-rise reinforced concrete buildings with frame-wall are modeled and analyzed to understand the effect of the height and base shear force ratio of the wall on the nonlinear interaction between reinforced concrete wall and frame members under static lateral loads and ground motion excitations. The parametric analysis is conducted by assuming planar response of the buildings under loadings. The buildings are generated considering the limit design concept suggested by Turkish Earthquake Code 2007 and Turkish Standards TS500, and the frame-wall members are modeled by using spread plasticity elements and fiber discretization of sections. In the analysis stage, each element section is divided into confined and unconfined regions for detailed modeling of the building by using OpenSEES nonlinear finite element program. Two dimensional analyses are conducted under static and dynamic loadings. For static pushover analyses, three different lateral load cases (Triangular, Uniform and First-Mode Lateral Load Patterns) are considered. For dynamic analyses, eight different ground motions are used. These ground motions are scaled to the corresponding design response spectrum suggested by Turkish Earthquake Code 2007 by using RSPMATCH program. Using the result of the complex and simplified analyses, inter-story drift ratios, plastic rotations and internal force distributions of the buildings are investigated.
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Younes, Imad Sabeh. "Transfer matrix analysis of frame-shear wall systems." Thesis, University of Southampton, 1990. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.280922.

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Te, Seng-Bee. "Shear wall-frame interaction analysis using finite strip and continuum methods." Thesis, University of Liverpool, 1989. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.316508.

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Lee, Seung Yeol. "Static and dynamic reliability analysis of frame and shear wall structural systems." Diss., The University of Arizona, 2000. http://hdl.handle.net/10150/280463.

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Effective and accurate algorithms are developed to evaluate the reliability of frame and shear wall structural system subjected to both static and dynamic loadings. The basic deterministic finite element algorithm is based on the assumed stress-based finite element method in which the tangent stiffness can be expressed in explicit form and fewer elements are required to realistically capture the structural behavior. These features are desirable for developing an efficient reliability analysis algorithm for both static and dynamic cases. The presence of shear walls is represented by plate elements. The stiffness matrix for the combined system is then developed. To verify the accuracy of the deterministic algorithm, a 2-bay 2-story building consisting of five similar frames is considered. Only one frame is assumed to have shear walls. The responses of the frame with shear walls subjected to static and dynamic loadings are evaluated. The responses of the same structural system are also evaluated using a commercially available computer program. The results match very well, implying that the deterministic algorithm developed in this study is accurate. The deterministic algorithm is then extended to consider the uncertainty in the random variables. For the static case, a stochastic finite element-based approach consisting of the reliability approach, the first-order reliability analysis procedure and the finite element method is proposed. For the dynamic case, a hybrid approach consisting of the response surface method, the finite element method, the first-order reliability method and the linear iterative scheme is used. The unique feature of this algorithm is that the earthquake loading can be applied in the time domain. The material and cross-sectional properties, the damping and the magnification factors of earthquake time histories are considered to be random variables in this study. The reliability of a frame without and with shear walls is evaluated for the strength and serviceability performance functions. The results are verified using the Monte Carlo simulation technique.
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Ashkanalam, Aida. "Design Method of Cold-Formed Steel Framed Shear Wall Sheathed by Structural Concrete Panel." Thesis, University of North Texas, 2019. https://digital.library.unt.edu/ark:/67531/metadc1609092/.

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The objective of this research is developing a new method of design for cold-formed steel framed shear wall sheathed by ¾" thick USG structural panel concrete subfloor using a predictive analytical model and comparing the results obtained from the model with those achieved from real testing to verify the analytical model and predicted lateral load-carrying capacity resulted from that. Moreover, investigating the impact of various screw spacings on shear wall design parameter such as ultimate strength, yield strength, elastic stiffness, ductility ratio and amount of energy dissipation is another purpose of this research.
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"Lateral Load Analysis of Shear Wall-Frame Structures." Phd thesis, METU, 2004. http://etd.lib.metu.edu.tr/upload/3/12604713/index.pdf.

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Book chapters on the topic "Shear Wall-Frame Structures"

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Sneha, S. D., H. Hema, and R. Abishek. "A Comparative Study on RCC Structures (Frame, Infill, Bracings, Wire Frame and Shear Wall)." In Lecture Notes in Civil Engineering, 99–114. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-3317-0_9.

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Sandaker, Bjørn N., Arne P. Eggen, and Mark R. Cruvellier. "The Frame and the Shear Wall." In The Structural Basis of Architecture, 327–85. Third edition. | New York: Routledge, 2019.: Routledge, 2019. http://dx.doi.org/10.4324/9781315624501-10.

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Wu, Zhiting, and Xuedong Chen. "Consumption Estimating Model of the Frame Shear Wall Structure Materials." In LISS 2014, 1163–68. Berlin, Heidelberg: Springer Berlin Heidelberg, 2015. http://dx.doi.org/10.1007/978-3-662-43871-8_168.

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Li, Shurong, and Huanjun Jiang. "Seismic Performance of RC Frame-Shear Wall Structure with Replaceable Coupling Beams." In High Tech Concrete: Where Technology and Engineering Meet, 1023–32. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-59471-2_119.

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Yao, Jie, Xin Zhao, and Junchen Guo. "Constraint Sensitivity Data Driven Automatic Optimal Design of Steel Frame Shear-Wall Structure." In Computational and Experimental Simulations in Engineering, 45–53. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-67090-0_5.

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Jain, D. K., and M. S. Hora. "Interaction Analysis of Space Frame-Shear Wall-Soil System to Investigate Forces in the Columns Under Seismic Loading." In Advances in Structural Engineering, 789–801. New Delhi: Springer India, 2014. http://dx.doi.org/10.1007/978-81-322-2193-7_62.

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Wang, Quanfeng. "Effect of the shear wall cutoff on storey drifts of frame-shear wall structures." In Advances in Building Technology, 1099–104. Elsevier, 2002. http://dx.doi.org/10.1016/b978-008044100-9/50137-6.

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WANG, Q., and L. WANG. "A Simple Formulation for Free Vibration of Frame-Shear Wall Tall Building." In Advances in Steel Structures (ICASS '99), 889–95. Elsevier, 1999. http://dx.doi.org/10.1016/b978-008043015-7/50103-2.

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Dastfan, M., and R. Driver. "Investigations on the effect of frame member connection rigidity on the behavior of steel plate shear wall systems." In Behaviour of Steel Structures in Seismic Areas. CRC Press, 2009. http://dx.doi.org/10.1201/9780203861592.ch33.

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"Investigations on the effect of frame member connection rigidity on the behavior of steel plate shear wall systems." In Behaviour of Steel Structures in Seismic Areas, 249–54. CRC Press, 2009. http://dx.doi.org/10.1201/9780203861592-39.

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Conference papers on the topic "Shear Wall-Frame Structures"

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Griffith, C., X. Shao, J. van de Lindt, P. Bahmani, W. Pang, E. Ziaei, and T. Dao. "Hybrid Simulation of a Wood Shear Wall Frame." In Structures Congress 2013. Reston, VA: American Society of Civil Engineers, 2013. http://dx.doi.org/10.1061/9780784412848.211.

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HUANG, SHIMIN, and KE SONG. "STUDY ON OPTIMAL SHEAR WALL QUANTITY OF FRAME-SHEAR WALL STRUCTURES IN EARTHQUAKE ZONE." In Tall Buildings from Engineering to Sustainability - Sixth International Conference on Tall Buildings, Mini Symposium on Sustainable Cities, Mini Symposium on Planning, Design and Socio-Economic Aspects of Tall Residential Living Environment. WORLD SCIENTIFIC, 2005. http://dx.doi.org/10.1142/9789812701480_0025.

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Kuang, J. S., and Kai Huang. "A Simplified MDOF Model for Seismic Analysis of Shear Wall-frame Structures." In 7th International Conference on Tall Buildings. Singapore: Research Publishing Services, 2009. http://dx.doi.org/10.3850/9789628014194_0060.

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Li, Sr., Xiu Ling, and Hong Nan Li, Sr. "Experimental study on semi-active control of frame-shear wall eccentric structure using MR dampers." In Smart Structures and Materials, edited by Douglas K. Lindner. SPIE, 2006. http://dx.doi.org/10.1117/12.657522.

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Peng, Xiaotong, Yue Teng, Chen Lin, and Ye Zhou. "Dynamic Time-History Analysis of Steel frame-Composite Steel Plate Shear Wall Structures." In 2015 4th International Conference on Sensors, Measurement and Intelligent Materials. Paris, France: Atlantis Press, 2016. http://dx.doi.org/10.2991/icsmim-15.2016.213.

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Huang, Minshui, Yueya Tu, and Shishun Zhang. "Study on simplified calculation method for the vibration characters of frame-shear wall structures." In 2nd International Conference on Electronic and Mechanical Engineering and Information Technology. Paris, France: Atlantis Press, 2012. http://dx.doi.org/10.2991/emeit.2012.159.

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Chiu, Chien-Kuo, Fu-Pei Hsiao, Wen-I. Liao, Samuel Jonathan Quacoo, Chin-En Ho, and Zi-En Gu. "Retrofitting Non-Ductile RC Frames for Seismic Resistance Using Post-Installed Shear Walls." In ASME 2019 Pressure Vessels & Piping Conference. American Society of Mechanical Engineers, 2019. http://dx.doi.org/10.1115/pvp2019-93399.

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Abstract Reinforced Concrete (RC) frame structures that were designed and built according to older standards can be damaged during destructive earthquakes as a result of insufficient lateral strength and/or deformation capacity. Such structures must be retrofitted to satisfy the current requirements and to survive future earthquakes. Owing to its high lateral strength and stiffness capacity of an RC wall, the post-installation of an RC wall in a non-ductile frame for retrofit is a widely used retrofitting technique. However, for frame structures with low-strength concrete, the typically used connected construction method on the interface between existing and new concrete may be not able to provide effective force transfer, and may cause unexpected brittle failure in the retrofitted structure. Such unexpected brittle failure may reduce the seismic capacity of the structure and threaten its safety. Therefore, in this experimental investigation, two retrofitting methods that use a post-installed RC wall are proposed to improve the load transfer mechanism on the interface. The first involves a wall with diagonal rebar and boundary spirals, and the second involves a wall with an additional inner frame. A typical traditional retrofitting specimen was constructed and tested for comparison. Reversed cyclic loading is used to test the seismic capacity of the specimens. Finally, post-embedded piezoceramic-based sensors were used to monitor the structural health and detect damage in one of specimens during the test. The experimental results demonstrate the effectiveness of the piezoceramic-based approach to structural health monitoring and the ability of the method to detect damage in shear governed RC structures under seismic loading.
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Yeh, Yung-Hsin, and Wen-I. Liao. "Cyclic Performance of Two-Story Ductile RC Frames With Infill Walls." In ASME 2005 Pressure Vessels and Piping Conference. ASMEDC, 2005. http://dx.doi.org/10.1115/pvp2005-71453.

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This paper presents the results of the experimental and analytical investigations conducted on four 0.8 scale 2-story one bay ductile reinforced concrete frames with infill nonstructural walls subjected to cyclically increasing loads. The material properties and the member sizes of beams and columns in the four RC frame specimens are identical, but with different types of infill nonstructural wall. These four frames are the pure frame, frame with short column, frame with short beam and frame with wing walls. The four RC frame specimens were designed and constructed according to the general prototype building structures in Taiwan. Test results indicate that the ductility behavior of the frames with infill wall is similar to those of the pure frame. The ultimate base shear strength of the frames with infill walls is higher than those of the pure frame. Analytical results show that the proposed simplified multi-linear beam-column element implemented in a general purpose structural analysis program can accurately simulate the cyclic responses of the RC frame specimen incorporating the elastic flexural stiffness computations suggested by the model building codes.
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Qin, Li, Ang Xu, and Qi-shou Du. "Analysis on Interruption and Plane Layout of Shear Wall for Frame-Shear Wall Structure with Top Fault Shear Wall." In 2009 International Conference on Information Management, Innovation Management and Industrial Engineering. IEEE, 2009. http://dx.doi.org/10.1109/iciii.2009.236.

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Zhang, Hailong. "Construction Technology of Frame Shear Wall Structure in Construction Engineering." In International Conference on Education, Management, Computer and Society. Paris, France: Atlantis Press, 2016. http://dx.doi.org/10.2991/emcs-16.2016.361.

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