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Relevant bibliographies by topics / Friction Pendulum Bearing

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Academic literature on the topic 'Friction Pendulum Bearing'

Author: Grafiati

Published: 4 June 2021

Last updated: 11 February 2022

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Journal articles on the topic "Friction Pendulum Bearing"

1

Xu, Yanqing, Tong Guo, and Ping Yan. "Design optimization of triple friction pendulums for base-isolated high-rise buildings." Advances in Structural Engineering 22, no. 13 (2019): 2727–40. http://dx.doi.org/10.1177/1369433219849840.

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The triple friction pendulum bearing, as a novel seismic isolator, has received much attention due to its notable advantages such as variable stiffness and damping; however, existing investigations and applications are mainly for low-rise or medium-rise buildings. In order to determine optimal design parameters of triple friction pendulum bearings for high-rise buildings, equations of motion for an isolated high-rise building are derived, and an evaluation function is developed to indicate the isolation effect with different pendulum parameters. In the optimization analysis, seven ground motio

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Wang, Shuai, Liu Han Wen Heisha, Fang Yu, and Guo Xiang Wang. "Seismic Response Analyses of Isolated Bridges with Different Isolation Bearings." Advanced Materials Research 446-449 (January 2012): 1132–37. http://dx.doi.org/10.4028/www.scientific.net/amr.446-449.1132.

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In order to research the different types of isolation bearings impact on bridge performance, parameters of lead rubber bearing, super high damping rubber bearing and friction pendulum bearing are designed for the three-span continuous bridge. With the method of nonlinear time-history analysis, dynamic characteristic of this isolated bridge is studied by using sap2000. Analysis results show that the isolated bridge with three types isolation bearings has a good seismic isolation effect under rare earthquake. The difference of shear force between friction pendulum and other two types is about 4%

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Han, Qiang, Jianian Wen, Zilan Zhong, and Xiuli Du. "Numerical Simulation of Frictional Heating Effects of Sliding Friction Bearings for Isolated Bridges." International Journal of Structural Stability and Dynamics 18, no. 08 (2018): 1840008. http://dx.doi.org/10.1142/s0219455418400084.

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Sliding friction bearings are effective passive devices to mitigate the seismic responses of structures. Extensive researches have been conducted on sliding bearings. However, most previous studies were based on the assumption that the effects of frictional heating are negligible. A three-dimensional thermal-mechanical-coupled finite element (FE) model of the friction pendulum system (FPS) was developed in this study. Good agreements between the numerical results and the data measured in the previous tests, in terms of the force–displacement curves and temperature time-histories, indicate that

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Nhan, Dao Dinh, and Chung Bac Ai. "A constant friction coefficient model for concave friction bearings." Journal of Science and Technology in Civil Engineering (STCE) - NUCE 14, no. 1 (2020): 112–26. http://dx.doi.org/10.31814/stce.nuce2020-14(1)-10.

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This paper develops a constant friction coefficient model that best represents a velocity-dependent friction model for predicting structural response of buildings isolated with concave friction bearings. To achieve this goal, the effect of friction model on structural response of three hypothetical isolated buildings with different number of stories subjected to different earthquake scenarios was numerically investigated. The structural numerical models of the isolated buildings were developed in OpenSees with superstructure is represented by a shear frame model and isolation system using sing

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Wu, Peisong, and Jinping Ou. "Performance Analysis and Comparison of Two Base Isolation Systems with Super-Large Displacement Friction Pendulum Bearings." Applied Sciences 10, no. 22 (2020): 8235. http://dx.doi.org/10.3390/app10228235.

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Isolation technology has been successfully applied in seismic migration. With increasing of seismic demand, seismic performance of isolation structures subjected to very-rare earthquakes need further improvement. However, the isolation layer generally lacks sufficient deformation ability under very-rare earthquakes due to the deformation limit of classical isolation bearing. In order to circumvent the difficulty, this paper develops two new isolation bearings, namely super-large displacement rotation friction pendulum bearing (SLDRFPB) and super-large displacement translation friction pendulum

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Kim, Woo Bum, Kangmin Lee, and Gil Hee Kim. "Application of friction pendulum system to the main control room of a nuclear power plant." Canadian Journal of Civil Engineering 36, no. 1 (2009): 63–72. http://dx.doi.org/10.1139/l08-111.

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An experimental and analytical study was performed to determine if the friction pendulum system (FPS) could be applied to the main control room (MCR) of a nuclear power plant as a seismic isolation device. A friction pendulum bearing was fabricated, and the dynamic performance of that bearing was evaluated. A partial model of the MCR with FPS was tested on a shaking table. The model consisted of a cabinet, an access floor, and four friction pendulum bearings. An artificial time history based on the MCR floor response spectrum was used as an earthquake input signal for the test. Analytical and

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Fenz, Daniel M., and Michael C. Constantinou. "Behaviour of the double concave Friction Pendulum bearing." Earthquake Engineering & Structural Dynamics 35, no. 11 (2006): 1403–24. http://dx.doi.org/10.1002/eqe.589.

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Hoang, Phuong Hoa, Hoang Nam Phan, and Van Nam Nguyen. "On the Influence of the Vertical Earthquake Component on Structural Responses of High-Rise Buildings Isolated with Double Friction Pendulum Bearings." Applied Sciences 11, no. 9 (2021): 3809. http://dx.doi.org/10.3390/app11093809.

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The double friction pendulum (DFP) bearing is adapted from the well-known single friction pendulum (SFP) bearing. This type of bearings has been widely used for structural vibration controls. The main advantage of the DFP is its capacity to accommodate larger displacements as compared with the SFP one. This paper aims to assess the effect of the vertical earthquake component on the seismic behaviour of a base-isolated high-rise building. In this respect, the mathematical model of the building subjected to earthquake excitations with an implementation of a DFP bearing system is established. The

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Wu, Xiaohan, Jun Wang, and Jiangyong Zhou. "Seismic Performance Analysis of a Connected Multitower Structure with FPS and Viscous Damper." Shock and Vibration 2018 (October 8, 2018): 1–19. http://dx.doi.org/10.1155/2018/1865761.

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A high four-tower structure is interconnected with a long sky corridor bridge on the top floor. To reduce the earthquake responses and member forces of the towers and sky corridor bridge, a passive control strategy with a friction pendulum tuned mass damper (FPTMD) was adopted. The sky corridor bridge was as the mass of FPTMD. The connection between the towers and the sky corridor bridge was designed as flexible links, where friction pendulum bearings (FPBs) and viscous dampers were installed. Elastoplastic time-history analysis was conducted by using Perform-3D model to look into its seismic

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Fenz, Daniel M., and Michael C. Constantinou. "Modeling Triple Friction Pendulum Bearings for Response-History Analysis." Earthquake Spectra 24, no. 4 (2008): 1011–28. http://dx.doi.org/10.1193/1.2982531.

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There are currently no applicable hysteresis rules or nonlinear elements available in structural analysis software that can be used to exactly model triple Friction Pendulum bearings for response-history analysis. Series models composed of existing nonlinear elements are proposed since they can be immediately implemented in currently available analysis software. However, the behavior of the triple Friction Pendulum bearing is not exactly that of a series arrangement of single concave Friction Pendulum bearings—though it is similar. This paper describes how to modify the input parameters of the

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Dissertations / Theses on the topic "Friction Pendulum Bearing"

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Han, Mengyu. "Application of Base Isolation Systems to Reinforced Concrete Frame Buildings." Thesis, Université d'Ottawa / University of Ottawa, 2017. http://hdl.handle.net/10393/35722.

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Seismic isolation systems are widely used to protect reinforced concrete (RC) structures against the effects of strong ground motions. After a magnitude 6.6 earthquake, the outpatient building of Lushan People’s hospital in China remained in good condition due to the seismic isolation technology, while the non-isolated older outpatient building nearby experienced major damage. The building provides a good opportunity to study and assess the contribution of isolation systems to seismic performance of RC structures. In the current research project, the isolated outpatient building was modelled a

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Eroz, Murat. "Advanced models for sliding seismic isolation and applications for typical multi-span highway bridges." Diss., Atlanta, Ga. : Georgia Institute of Technology, 2007. http://hdl.handle.net/1853/19709.

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Thesis (Ph.D)--Civil and Environmental Engineering, Georgia Institute of Technology, 2008.<br>Committee Chair: DesRoches, Reginald; Committee Member: Goodno, Barry; Committee Member: Jacobs, Laurence; Committee Member: Streator, Jeffrey; Committee Member: White, Donald.

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Jen, Wan-chun, and 任萬鈞. "The study of Friction Pendulum Bearing in Bridge Isolation." Thesis, 1998. http://ndltd.ncl.edu.tw/handle/70000254745129182770.

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碩士<br>國立中央大學<br>土木工程學系<br>86<br>The feasibility of using friction pendulum bearings(FPS) combined with the enhanced energy dissipation device system which consists of linear fluid dampers and relatively rigid linking numbers with leverage for seismic isolation of bridges is proposed in the present studies. Accordingly, an algorithm referred to as the〝multi-support shear balance method〞is used for the nonlinear dynamic analysis of bridges isolated with multiple sliding bearing. The dynamic r

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Marin, Marin Claudia C. "Experimental and analytical study of the XY-friction pendulum (XY-FP) bearing for bridge applications." 2007. http://proquest.umi.com/pqdweb?did=1240710231&sid=9&Fmt=2&clientId=39334&RQT=309&VName=PQD.

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Thesis (Ph.D.)--State University of New York at Buffalo, 2007.<br>Title from PDF title page (viewed on July 05, 2007) Available through UMI ProQuest Digital Dissertations. Thesis adviser: Whittaker, Andrew S. Includes bibliographical references.

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Husfeld, Rachel L. "Base Isolation of a Chilean Masonry House: A Comparative Study." 2008. http://hdl.handle.net/1969.1/ETD-TAMU-2008-05-2.

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The objective of this study is to reduce the interstory drifts, floor accelerations, and shear forces experienced by masonry houses subject to seismic excitation. Ambient vibration testing was performed on a case study structure in Maip�, Chile, to identify characteristics of the system. Upon creating a multiple degree-of-freedom (MDOF) model of the structure, the effect of implementing several base isolation techniques is assessed. The isolation techniques analyzed include the use of friction pendulum systems (FPS), high-damping rubber bearings (HDRB), two hybrid systems involving HDRB and sh

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Lai, Yi-Lin, and 賴怡琳. "Experimental and Analytical Study on Multiaxial Hysteresis Behavior of Friction Pendulum Bearings." Thesis, 2019. http://ndltd.ncl.edu.tw/handle/p9mx4g.

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碩士<br>國立臺灣科技大學<br>營建工程系<br>107<br>Friction pendulum bearings (FPB) are among others the most commonly used friction-type seismic isolation bearing. Though there have been a great amount of researches conducted correspondingly, the focus has been mostly limited to unilateral hysteresis behavior. It is there the attempt of this study to conduct bilateral non-proportional loading tests and to investigate the hysteresis behavior of the bearings. Mosqueda model is used to examine its appropriateness of analytical prediction for the bearing hysteresis, in which the variation of the friction force un

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Teng, Min-Cheng, and 鄧敏政. "Experimental study of seismic isolation of storage tanks using friction pendulum bearings." Thesis, 2002. http://ndltd.ncl.edu.tw/handle/78162705639989980794.

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博士<br>國立交通大學<br>土木工程系<br>90<br>Storage tanks are vulnerable to earthquakes, as demonstrated recently in Chi-Chi earthquake (1999) of Taiwan, and numerous other major earthquakes worldwide. Development of cost-effective earthquake-resistant design and retrofit techniques for industrial tanks is imperative in Taiwan, as the seismic design standard has been significantly enhanced in the post-Chi-Chi revision. In this study, a series of shaking table tests has been conducted to assess the feasibility of seismic base isolation for liquid-filled storage tanks experimentally. The friction pendulum be

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Yang, Ya-Heng, and 楊亞衡. "Design of Frictional Pendulum (FP) Bearing Systems Subjected to Pulse-Like Ground Motions." Thesis, 2019. http://ndltd.ncl.edu.tw/handle/f777p5.

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碩士<br>國立臺灣大學<br>土木工程學研究所<br>107<br>Pulse-like ground motions are characterized by containing dominant pulses in ground-motion time series. Such ground motions have a higher potential to produce severe damages and large structural demands for long-period structural systems. Therefore, it is vital to account for this pulse-like effect in current seismic codes to ensure the safety of the systems. This thesis provides an evaluation for the design and seismic assessment of friction-pendulum (FP) bearing systems when subjected to pulse-like ground motions. The equivalent lateral force procedure for

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Lin, Yu-Chen, and 林禹辰. "Experimental and Analytical Study of a Structure with Frictional Pendulum Bearings Subject to Near-Fault Ground Motions." Thesis, 2018. http://ndltd.ncl.edu.tw/handle/r98hzu.

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碩士<br>國立臺灣大學<br>土木工程學研究所<br>106<br>The isolation systems are used to improve seismic capacity of the structure, increasing period makes the acceleration of superstructure decrease. Therefore, adding isolators can decrease the input energy, so that the superstructure keeps elastic under design earthquake, but the isolator will get lager displacement. In far-fault region, isolation system have been proven to be an effective way to improve structural seismic capacity. The difference between near-fault and far-fault earthquake is that near-fault record has pulse-like signal with a long period of v

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Books on the topic "Friction Pendulum Bearing"

1

Evaluation, Highway Innovative Technology, and Inc Staf Earthquake Protection Sys. Evaluation Findings for Earthquake Protection Systems, Inc. Friction Pendulum Bearings: Friction Pendulum Bearings (Technical Evalutation Report). Civil Engineering Research Foundation and Int, 1998.

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Inc, Earthquake Protection Systems, and Highway Innovative Technology Evaluation Center (U.S.), eds. Evaluation findings for Earthquake Protection Systems, Inc.: Friction pendulum bearings. Civil Engineering Research Foundation, 1998.

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Book chapters on the topic "Friction Pendulum Bearing"

1

Sodha, Ankit, Sandip Vasanwala, Devesh Soni, and Shailendra Kumar. "A Comparative Study of Seismic Response of Structure Isolated with Triple Friction Pendulum Bearing and Single Friction Pendulum Bearing Under Different Hazard Levels of Earthquake." In Lecture Notes in Civil Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-5235-9_19.

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Sodha, Ankit, Sandeep Vasanwala, and Devesh Soni. "Seismic Response of Structure Isolated with Quintuple Friction Pendulum Bearing Under Directivity Focusing Earthquakes." In Lecture Notes in Civil Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-0886-8_51.

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Gołębiowska, Irena, and Maciej Dutkiewicz. "Application of Friction Pendulum Bearings in Multistory Buildings." In Springer Proceedings in Physics. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-54136-1_46.

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Ingham, Tim J. "Modeling of friction pendulum bearings for the seismic analysis of bridges." In Computational Fluid and Solid Mechanics. Elsevier, 2001. http://dx.doi.org/10.1016/b978-008043944-0/50623-5.

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Ou, Jinping, Peisong Wu, and Xinchun Guan. "Resilient Isolation-Structure Systems with Super-Large Displacement Friction Pendulum Bearings." In Resilience of Critical Infrastructure Systems. CRC Press, 2020. http://dx.doi.org/10.1201/9780367477394-8.

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Morgan, T., and S. Mahin. "Enhancing the performance capabilities of seismically isolated buildings using multi-stage friction pendulum sliding bearings." In World Forum on Smart Materials and Smart Structures Technology. CRC Press, 2008. http://dx.doi.org/10.1201/9781439828441.ch152.

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Conference papers on the topic "Friction Pendulum Bearing"

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Qing-hai, Feng. "Research and Application of Anisotropic Friction Pendulum Isolation Bearing." In 2018 3rd International Conference on Smart City and Systems Engineering (ICSCSE). IEEE, 2018. http://dx.doi.org/10.1109/icscse.2018.00071.

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Tsai, C. S., Yung-Chang Lin, and H. C. Su. "Mechanical Characteristic of Multiple Direction Optimized-Friction Pendulum System." In ASME 2009 Pressure Vessels and Piping Conference. ASMEDC, 2009. http://dx.doi.org/10.1115/pvp2009-77441.

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Presented in this paper is the detailed mechanical characteristic of the multiple direction optimized-friction pendulum system. Based on the equilibrium equations, mathematical formulations describing the sliding motions of the multiple direction optimized-friction pendulum system have been derived. The mechanical behavior of the multiple DO-FPS isolation system under cyclic loadings has been investigated. The parametrical study for the multiple DO-FPS isolation bearing has also been carried out to realize its various characteristics under different parameters. It is demonstrated that the natu

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Tsai, C. S., Wen-Shin Chen, Yung-Chang Lin, and Chi-Lu Lin. "Seismic Mitigation Assessment of Building Using Multiple Direction Optimized-Friction Pendulum System." In ASME 2008 Pressure Vessels and Piping Conference. ASMEDC, 2008. http://dx.doi.org/10.1115/pvp2008-61366.

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In order to prevent a building near a fault from earthquake damage, in this study an advanced base isolation system called the multiple direction optimized-friction pendulum system (Multiple DO-FPS or MDO-FPS) is proposed and examined to address its mechanical behavior through the finite element formulation and evaluate its efficiency in seismic mitigation through a series of shaking table tests. On the basis of the finite element formulation, it is revealed that the natural period, the capacity of the bearing displacement and damping effect for the Multiple Direction Optimized-Friction Pendul

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Tsai, C. S., Yung-Chang Lin, H. C. Su, and Ya-Fang Tseng. "Nonlinear Analyses of a Building Isolated With Multiple Trench Friction Pendulum System Under Multi-Directional Excitations." In ASME 2010 Pressure Vessels and Piping Division/K-PVP Conference. ASMEDC, 2010. http://dx.doi.org/10.1115/pvp2010-25594.

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The multiple trench friction pendulum system (MTFPS) which has numerous sliding interfaces in each of two perpendicular directions can provide different natural periods, displacement capacities and damping effects at various levels of displacements in the individual direction. In order to characterize the mechanical behavior of the MTFPS isolator under multi-directional earthquakes, a plasticity model named as the multiple yield and bounding surfaces model is proposed in this study. Investigations for buildings isolated with TFPS isolators and subjected to multi-directional excitations have be

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Wang Jian-qiang, Zhao Jun, and Ding Yong-gang. "Influence of the bilateral coupled effect of the bearing on the seismic response of the structure isolated by friction pendulum system." In 2010 International Conference on Mechanic Automation and Control Engineering (MACE). IEEE, 2010. http://dx.doi.org/10.1109/mace.2010.5535307.

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Hori, Kohei, Iwao Hayashi, and Nobuyuki Iwatsuki. "Determination of the Tooth Surface Friction Coefficient of a Pair of Mating Gears Based on the Distribution Along the Tooth Profile Precisely Measured With the Gravity Pendulum Method." In ASME 2000 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. American Society of Mechanical Engineers, 2000. http://dx.doi.org/10.1115/detc2000/ptg-14371.

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Abstract A new gravity pendulum method has been proposed in order to precisely measure the tooth surface friction coefficient of a pair of mating gears excluding the bearing loss. In this method, one of the mating gears, which is fixed on a gravity pendulum, is put on the other gear, which is fixed on the ground, and is freely oscillated. The center-to-center distance between the mating gears is kept constant with a flexure hinge mechanism in order to accurately reproduce the relative motion, including rolling and sliding, between the tooth surfaces of practical rotating gears. This method has

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Tsai, C. S., Yung-Chang Lin, and H. C. Su. "Characteristic and Modeling of Multiple Direction Optimized-Friction Pendulum System With Numerous Sliding Interfaces Subjected to Multi-Directional Excitations." In ASME 2010 Pressure Vessels and Piping Division/K-PVP Conference. ASMEDC, 2010. http://dx.doi.org/10.1115/pvp2010-25598.

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In this paper, a base isolator call the multiple direction optimized-friction pendulum system (Multiple DO-FPS) with numerous sliding interfaces is proposed. For understanding the mechanical behavior of the Multiple DO-PFS isolator under multi-directional excitations, an analytical model called the multiple yield and bounding surfaces model is also proposed. On the basis of the derived mathematical formulations for the simulation of the characteristic of the Multiple DO-FPS isolation bearing, it is revealed that the natural period and damping effect for a Multiple DO-FPS is a function of the s

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Underwood, Jess, and R. Gordon Kirk. "Stability Considerations for a Vertical Mount Energy Storage Flywheel." In ASME 2003 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. ASMEDC, 2003. http://dx.doi.org/10.1115/detc2003/vib-48465.

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The optimum design of a flywheel mechanical battery system would have a minimum friction resistance from the bearings and the aerodynamic drag forces acting on the rotor system. To investigate the complexities involved in the design of a flywheel mechanical battery system, a test rig has been constructed at the Virginia Tech Rotor Dynamics Laboratory. This test rig consists of a fifty-pound steel flywheel that is mounted on a vertical shaft system and driven by a brushless permanent magnet motor. Initially, it was thought that the rotor could be supported with a single bearing, positioned at t

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Abanteriba, Sylvester. "Analysis of the Lubrication Condition of a Crosshead Pin Bearing of a Large Marine Diesel Engine." In ASME 2005 Fluids Engineering Division Summer Meeting. ASMEDC, 2005. http://dx.doi.org/10.1115/fedsm2005-77415.

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The main function of the crosshead bearing of a crosshead engine is to transmit the load from the connecting rod, which is directly attached to the piston of the engine, through a second rod to the guide shoe, which bears the entire crosshead. Apart from this function it enables the large normal forces, which are usually borne by the piston skirt in the case of a trunk piston engine, to be transmitted to the guide shoe from which it is subsequently transmitted to the rails along which the guide shoe glides. The dynamics of the crosshead bearing is such that the bearing pin is subjected to very

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Kavvadias, Ioannis, Henrick Bibo, and Lazaros Vasiliadis. "FINITE ELEMENT MODELING OF SINGLE AND MULTI-SPHERICAL FRICTION PENDULUM BEARINGS." In 6th 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, 2017. http://dx.doi.org/10.7712/120117.5733.18107.

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Reports on the topic "Friction Pendulum Bearing"

1

Friction Pendulum™ - Seismic Isolation Bearings. Purdue University, 2007. http://dx.doi.org/10.5703/1288284315802.

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