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Relevant bibliographies by topics / Shear Wall-Frame Structures

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Dissertations / Theses
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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"

1

Wang, C. M., K. K. Ang, and S. T. Quek. "Stability formulae for shear-wall frame structures." Building and Environment 26, no. 2 (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 (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 (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 (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 configuratio

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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 condit

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Surahman, Adang. "Modeling Effects on Forces in Shear Wall-Frame Structures." Journal of Engineering and Technological Sciences 47, no. 2 (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 (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 (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 stru

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Dissertations / Theses on the topic "Shear Wall-Frame Structures"

1

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 relea

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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 varia

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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

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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 eleme

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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 anothe

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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. 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. 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. 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. 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. 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. 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. 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). 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. 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, et al. "Hybrid Simulation of a Wood Shear Wall Frame." In Structures Congress 2013. 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. 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. 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. 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 c

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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 pro

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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. Atlantis Press, 2016. http://dx.doi.org/10.2991/emcs-16.2016.361.

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