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Relevant bibliographies by topics / Smart base-isolated

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Journal articles
Dissertations / Theses
Book chapters
Conference papers

Academic literature on the topic 'Smart base-isolated'

Author: Grafiati

Published: 4 June 2021

Last updated: 1 February 2022

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Journal articles on the topic "Smart base-isolated"

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Pozo, Francesc, Pere Marc Montserrat, José Rodellar, and Leonardo Acho. "Robust active control of hysteretic base-isolated structures: Application to the benchmark smart base-isolated building." Structural Control and Health Monitoring 15, no. 5 (2008): 720–36. http://dx.doi.org/10.1002/stc.273.

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Narasimhan, S., S. Nagarajaiah, E. A. Johnson, and H. P. Gavin. "Smart base-isolated benchmark building. Part I: problem definition." Structural Control and Health Monitoring 13, no. 2-3 (2006): 573–88. http://dx.doi.org/10.1002/stc.99.

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Chen, Bo, Jin Zheng, and Jian Ping Wang. "Performance Assessment on Base-Isolated Smart Material-Structure System by Using Magnetorheological Fluids." Advanced Materials Research 97-101 (March 2010): 3268–71. http://dx.doi.org/10.4028/www.scientific.net/amr.97-101.3268.

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The feasibility of using MR fluids to develop a smart material-structure system and thereby to prevent structure from catastrophic damage is actively carried out in this study. The MR smart fluids are utilized to develop a smart damper with controllable parameters and the mechanical model of MR devices is presented by involving the effects of damper's axial stiffness. The interaction of a smart material-structure system is analyzed through the numerical integral and iteration. The vibration mitigation of the dynamic responses of an engineering structure with the smart coupled system is conduct

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Asai, Takehiko, Chia-Ming Chang, and B. F. Spencer. "Real-Time Hybrid Simulation of a Smart Base-Isolated Building." Journal of Engineering Mechanics 141, no. 3 (2015): 04014128. http://dx.doi.org/10.1061/(asce)em.1943-7889.0000844.

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Wang, Yumei, and Shirley Dyke. "Smart system design for a 3D base-isolated benchmark building." Structural Control and Health Monitoring 15, no. 7 (2008): 939–57. http://dx.doi.org/10.1002/stc.228.

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Kim, Hyun-Su, and Joo-Won Kang. "Multi-objective fuzzy control of smart base isolated spatial structure." International Journal of Steel Structures 14, no. 3 (2014): 547–56. http://dx.doi.org/10.1007/s13296-014-3011-z.

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Li, Hui, and Jinping Ou. "A design approach for semi-active and smart base-isolated buildings." Structural Control and Health Monitoring 13, no. 2-3 (2006): 660–81. http://dx.doi.org/10.1002/stc.104.

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Jung, Hyung-Jo, Kang-Min Choi, Kyu-Sik Park, and Sang-Won Cho. "Seismic protection of base isolated structures using smart passive control system." Smart Structures and Systems 3, no. 3 (2007): 385–403. http://dx.doi.org/10.12989/sss.2007.3.3.385.

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Dai, Na Xin, Ping Tan, and Fu Lin Zhou. "A Smart Base-Isolation Using Piezoelectric Friction Damper." Advanced Materials Research 250-253 (May 2011): 1281–86. http://dx.doi.org/10.4028/www.scientific.net/amr.250-253.1281.

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A smart base-isolation system, composed of low damping bearings and piezoelectric friction damper is studied in this paper. The semi-active piezoelectric friction damper (PFD[1]) is proposed for control of peak dynamic response of seismic-excited structures. In the proposed PFD device, the friction force between two sliding plates is regulated by controlling the normal force using piezoelectricity across the damper, and its advantage is that its operation requires only minimal external power. A high efficient control algorithm is proposed for the semi-active control of the friction damper usin

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Narasimhan, S., and S. Nagarajaiah. "Smart base isolated buildings with variable friction systems:H∞ controller and SAIVF device." Earthquake Engineering & Structural Dynamics 35, no. 8 (2006): 921–42. http://dx.doi.org/10.1002/eqe.559.

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Dissertations / Theses on the topic "Smart base-isolated"

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Bahar, Arash. "Hierarchical semiactive control of base-isolated structures." Doctoral thesis, Universitat Politècnica de Catalunya, 2009. http://hdl.handle.net/10803/31840.

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En la ingeniería estructural, uno de los desafíos constantes es encontrar nuevas formas de proteger las estructuras de las fuerzas medioambientales. El aislamiento sísmico se ha mostrado como una forma efectiva de reducir la respuesta de la estructura principal y de mitigar el daño de equipos o elementos secundarios. Una desventaja de la mayoría de los sistemas de aislamiento se hace evidente en el caso de estructuras sometidas a terremotos cercanos. Estos suelen producir grandes deformaciones en los aisladores que pueden llegar a poner en peligro la estabilidad de la estructura. Para evitar e

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Mao, Yuqing. "Sliding mode control and nonlinear spectra of smart base isolated structures." Thesis, 2002. http://hdl.handle.net/1911/17526.

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One of the main challenges in structural design is to protect the structures from the damaging effects of destructive environmental forces such as wind loads and earthquakes. In this research, flexibility and energy dissipation capability are introduced into the base isolation interface by Magneto-Rheological (MR) Dampers and Semi-Active Independently Variable Stiffness Devices (SAIVS), which act as the connections between the ground and the building base. MR damper alters the damping coefficient and SAIVS switches the stiffness continuously and smoothly. The main objectives of this research a

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Narasimhan, Sriram. "Analytical study of base-isolated buildings with smart devices: STFT Controller." Thesis, 2002. http://hdl.handle.net/1911/17533.

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Elastomeric base isolation systems, consisting of laminated rubber bearings, are very effective in reducing seismic response due to lateral flexibility, which results in longer fundamental period and reduced forces in the superstructure. Such a strategy is aimed at far fault earthquakes that are predominant in the short period range. Longer period near fault earthquakes tend to produce larger base displacements in elastomeric base isolated structures. Introduction of semi-active variable stiffness and damping is expected to reduce the base displacement and interstory drifts. The objective of t

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Narasimhan, Sriram. "Control of smart base isolated buildings with new semiactive devices and novel H2/LQG, H-infinity and time-frequency controllers." Thesis, 2005. http://hdl.handle.net/1911/18788.

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The large base displacement demands imposed by near field earthquakes on base isolated buildings and the development and implementation of novel semiactive control devices and new algorithms to overcome this problem, is a key challenge in the design of smart isolation systems, which is the main goal of this study. In this dissertation a comprehensive class of smart base isolated buildings, new control algorithms based on H 2/LQG, Hinfinity and time-frequency methods are developed. The frequency content of the earthquakes is incorporated into the H2/LQG and H infinity controllers using newly de

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Book chapters on the topic "Smart base-isolated"

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Dey, Rini, and Purnachandra Saha. "Seismic Response Control of Smart Base-Isolated Benchmark Building Using Hybrid Control Strategy (Viscous Fluid Damper with MR Damper)." In Lecture Notes in Civil Engineering. Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0365-4_31.

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Cimellaro, G., A. De Stefano, M. Domaneschi, and L. Martinelli. "Health monitoring of a smart base isolated benchmark cable-stayed bridge using symptom approach." In Bridge Maintenance, Safety, Management and Life-Cycle Optimization. CRC Press, 2010. http://dx.doi.org/10.1201/b10430-234.

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N., Ambika. "Secure and Reliable Knowledge-Based Intrusion Detection Using Mobile Base Stations in Smart Environments." In Encyclopedia of Information Science and Technology, Fifth Edition. IGI Global, 2021. http://dx.doi.org/10.4018/978-1-7998-3479-3.ch036.

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Wireless sensor nodes are low cost tiny devices deployed in unsupervised environment. These devices require some kind of security mechanism to tackle different kinds of attacks. Intrusion detection is one such methodology used where the malicious activity is observed, and the target is isolated. Many authors have suggested different methodologies which are detailed in the work. The article also uses intrusion detection scheme to provide reliable network. A mobile agent and an assistance node aids in increasing security and efficiency of the work. The illegitimacy of the node is inferred using the data provided by the assistance and mobile agent. The work minimizes 12.9% of energy consumption, increases security by 3.025%, and increases reliability by 7.07% compared to the previous work.

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Conference papers on the topic "Smart base-isolated"

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Narasimhan, Sriram, Satish Nagarajaiah, Erik A. Johnson, and Henri P. Gavin. "Smart Base isolated Building Benchmark Problem." In Structures Congress 2004. American Society of Civil Engineers, 2004. http://dx.doi.org/10.1061/40700(2004)147.

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Iwata, Norio, Katsuhiko Hata, Hiroshi Sodeyama, et al. "Application of MR damper to base-isolated structures." In SPIE's 9th Annual International Symposium on Smart Structures and Materials, edited by S. C. Liu and Darryll J. Pines. SPIE, 2002. http://dx.doi.org/10.1117/12.472572.

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Fujitani, Hideo, Hiroshi Sodeyama, Takuya Tomura, et al. "Development of 400kN magnetorheological damper for a real base-isolated building." In Smart Structures and Materials, edited by Gregory S. Agnes and Kon-Well Wang. SPIE, 2003. http://dx.doi.org/10.1117/12.483810.

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Soda, Satsuya, Haruhide Kusumoto, Ryosuke Chatani, et al. "Semi-active seismic response control of base-isolated building with MR damper." In Smart Structures and Materials, edited by Gregory S. Agnes and Kon-Well Wang. SPIE, 2003. http://dx.doi.org/10.1117/12.483983.

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Wilde, Krzystof, Paolo Gardoni, and Yozo Fujino. "Seismic response of base-isolated structures with shape memory alloy damping devices." In Smart Structures and Materials '97, edited by Norris Stubbs. SPIE, 1997. http://dx.doi.org/10.1117/12.274648.

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Xie, Liyu, and Akira Mita. "Nonlinear identification of base-isolated buildings by reverse path method." In SPIE Smart Structures and Materials + Nondestructive Evaluation and Health Monitoring. SPIE, 2009. http://dx.doi.org/10.1117/12.815615.

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Wilde, Krzysztof, Paolo Gardoni, Yozo Fujino, and Stefano Besseghini. "Design of Shape Memory Alloy Damper for Base Isolated Structure." In ASME 1997 Design Engineering Technical Conferences. American Society of Mechanical Engineers, 1997. http://dx.doi.org/10.1115/detc97/vib-3824.

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Abstract Base isolation provides a very effective passive method of protecting the structure from the hazards of earthquakes. The proposed isolation system combines the laminated rubber bearing with the device made of shape memory alloy (SMA). The smart base isolation uses hysteretic behavior of SMA to increase the structural damping of the structure and utilizes the different responses of the SMA at different levels of strain to control the displacements of the base isolation system at various excitation levels. The performance of the smart base isolation is compared with the performance of i

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Yang, Jann N., and Hongwei Huang. "Damage tracking of base-isolated building using sequential nonlinear LSE with unknown inputs and outputs." In Smart Structures and Materials, edited by Masayoshi Tomizuka, Chung-Bang Yun, and Victor Giurgiutiu. SPIE, 2006. http://dx.doi.org/10.1117/12.657668.

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Behrooz, Majid, Xiaojie Wang, and Faramarz Gordaninejad. "Seismic Control of Base Isolated Structures Using Novel Magnetorheological Elastomeric Bearings." In ASME 2013 Conference on Smart Materials, Adaptive Structures and Intelligent Systems. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/smasis2013-3147.

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This paper presents the performance of a novel semi-active variable stiffness magnetorheological elastomer (MRE) bearing for seismic mitigation of civil structures. The proposed MRE bearing consists of a traditional steel-rubber vibration absorber, as the passive element, and a MRE with a controllable stiffness behavior. The controllability of the prototype MRE bearing is investigated experimentally under quasi-static and dynamic shear tests. The behavior of the MRE bearings is modeled using a phenomenological method which includes Bouc-Wen hysteresis element. The results show that both the si

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Kishida, Akiko, Nao Nishimura, Yuki Yamashita, Kenzo Taga, Hideo Fujitani, and Yoichi Mukai. "Response reduction methods for base isolated buildings with collision to retaining walls." In SPIE Smart Structures and Materials + Nondestructive Evaluation and Health Monitoring, edited by Jerome P. Lynch. SPIE, 2017. http://dx.doi.org/10.1117/12.2256229.

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