Dynamic behavior of a smart device on a surface subjected to earthquake motion
dc.contributor.author | Na, Yunsu | |
dc.contributor.author | El-Tawil, Sherif | |
dc.contributor.author | Ibrahim, Ahmed | |
dc.contributor.author | Eltawil, Ahmed | |
dc.date.accessioned | 2018-06-11T18:00:47Z | |
dc.date.available | 2019-09-04T20:15:38Z | en |
dc.date.issued | 2018-07-25 | |
dc.identifier.citation | Na, Yunsu; El-Tawil, Sherif; Ibrahim, Ahmed; Eltawil, Ahmed (2018). "Dynamic behavior of a smart device on a surface subjected to earthquake motion." Earthquake Engineering & Structural Dynamics 47(9): 1905-1920. | |
dc.identifier.issn | 0098-8847 | |
dc.identifier.issn | 1096-9845 | |
dc.identifier.uri | https://hdl.handle.net/2027.42/144310 | |
dc.publisher | Prepared by the SAC Joint Venture for FEMA | |
dc.publisher | Wiley Periodicals, Inc. | |
dc.subject.other | smart device | |
dc.subject.other | stick‐slip | |
dc.subject.other | transition point | |
dc.subject.other | sliding potential | |
dc.subject.other | probability of exceeding the slip limit | |
dc.subject.other | friction model | |
dc.subject.other | accelerometer | |
dc.title | Dynamic behavior of a smart device on a surface subjected to earthquake motion | |
dc.type | Article | en_US |
dc.rights.robots | IndexNoFollow | |
dc.subject.hlbsecondlevel | Civil and Environmental Engineering | |
dc.subject.hlbtoplevel | Engineering | |
dc.description.peerreviewed | Peer Reviewed | |
dc.description.bitstreamurl | https://deepblue.lib.umich.edu/bitstream/2027.42/144310/1/eqe3048_am.pdf | |
dc.description.bitstreamurl | https://deepblue.lib.umich.edu/bitstream/2027.42/144310/2/eqe3048.pdf | |
dc.identifier.doi | 10.1002/eqe.3048 | |
dc.identifier.source | Earthquake Engineering & Structural Dynamics | |
dc.identifier.citedreference | Gazetas G, Garini E, Berrill JB, Apostolou M. Sliding and overturning potential of Christchurch 2011 earthquake records. Earthq Eng Struct D. 2012; 41 ( February ): 1921 ‐ 1944. https://doi.org/10.1002/eqe | |
dc.identifier.citedreference | Federal Emergency Management Agency (FEMA). Recommended seismic design criteria for new steel moment‐frame buildings. FEMA‐350. Washington, D.C: Prepared by the SAC Joint Venture for FEMA; 2000. | |
dc.identifier.citedreference | Na Y, El‐Tawil S, Ibrahim A, Eltawil A. The feasibility of using smart devices for quantifying seismic damage to buildings. Structures Congress 2017, 2017. https://doi.org/10.1061/9780784480427. | |
dc.identifier.citedreference | Khoshnoud F, De Silva CW. Recent advances in MEMS sensor technology‐mechanical applications. IEEE Inst Meas Mag. 2012; 15 ( 2 ): 14 ‐ 24. https://doi.org/10.1109/MIM.2012.6174574 | |
dc.identifier.citedreference | Barbour N, Schmidt G. Inertial sensor technology trends. IEEE Sens. J. 2001; 1 ( 4 ): 332 ‐ 339. https://doi.org/10.1109/7361.983473 | |
dc.identifier.citedreference | Hsieh C, Pan YC. Dynamic behavior and modelling of the pre‐sliding static friction. Wear. 2000; 242 ( 1‐2 ): 1 ‐ 17. https://doi.org/10.1016/S0043‐1648(00)00399‐9 | |
dc.identifier.citedreference | Parlitz U, Hornstein A, Engster D, et al. Identification of pre‐sliding friction dynamics. Chaos: Interdiscipl J Nonlinear Sci. 2004; 14 ( 2 ): 420 ‐ 430. https://doi.org/10.1063/1.1737818 | |
dc.identifier.citedreference | Canudas De Wit C, Aström KJ, Lischinsky P. A new model for control of systems with friction. IEEE Transact Automat Contr. 1995; 40 ( 3 ): 419 ‐ 425. https://doi.org/10.1109/9.376053 | |
dc.identifier.citedreference | Dahl P. Solid friction damping of spacecraft oscillations. Proc of AIAA Guidance and Control Conference, 1975. https://doi.org/10.2514/6.1975‐1104. | |
dc.identifier.citedreference | Choi JJ, Han SI, Kim JS. Development of a novel dynamic friction model and precise tracking control using adaptive back‐stepping sliding mode controller. Mechatronics. 2006; 16 ( 2 ): 97 ‐ 104. https://doi.org/10.1016/j.mechatronics.2005.10.004 | |
dc.identifier.citedreference | Lampaert V, Swevers J, Al‐Bender F. Modification of the Leuven integrated friction model structure. IEEE Transact Automat Contr. 2002; 47 ( 4 ): 683 ‐ 687. https://doi.org/10.1109/9.995050 | |
dc.identifier.citedreference | Swevers J, Al‐Bender F, Ganseman CG, Projogo T. An integrated friction model structure with improved presliding behavior for accurate friction compensation. IEEE Transact Automat Contr. 2000; 45 ( 4 ): 675 ‐ 686. https://doi.org/10.1109/9.847103 | |
dc.identifier.citedreference | Karnopp D. Computer simulation of stick‐slip friction in mechanical dynamic systems. J DYN Syst, Meas, Control. 1985; 107 ( 1 ): 100 ‐ 103. | |
dc.identifier.citedreference | Tan X, Rogers R. Dynamic friction modelling in heat exchanger tube simulations. ASME, Flow‐Induced Vibration. 1996; 328. | |
dc.identifier.citedreference | Tariku FA, Rogers RJ. Improved dynamic friction models for simulation of one‐dimensional and two‐dimensional stick‐slip motion. J Tribol. 2000; 123 ( 4 ): 661 ‐ 669. https://doi.org/10.1115/1.1331057 | |
dc.identifier.citedreference | Antunes J, Axisa F, Beaufils B, Guilbaud D. Coulomb friction modelling in numericalsimulations of vibration and wear work rate of multispan tube bundles. J Fluid Struct. 1990; 4 ( 3 ): 287 ‐ 304. | |
dc.identifier.citedreference | Gazetas G, Garini E, Anastasopoulos I, Georgarakos T. Effects of near‐fault ground shaking on sliding systems. J Geotech Geoenviron Eng. 2009; 135 ( 12 ): 1906 ‐ 1921. https://doi.org/10.1061/(ASCE)GT.1943‐5606.0000174 | |
dc.identifier.citedreference | Westermo B, Udwadia F. Periodic response of a sliding oscillator system to harmonic excitation. Earthq Eng Struct D. 1983; 11 ( 1 ): 135 ‐ 146. https://doi.org/10.1002/eqe.4290110111 | |
dc.identifier.citedreference | Sorine M. Applications of hysteresis models: Contact friction in tires, muscle contraction. IEEE CDC 98 Workshop, 1998. | |
dc.identifier.citedreference | Velenis E, Tsiotras P, Canudas De Wit C. Extension of the lugre dynamic tire friction model to 2D motion. In: Proceedings of the 10th IEEE Mediterranean Conference on Control and Automation‐MED2002; 2002. | |
dc.identifier.citedreference | Federal Emergency Management Agency (FEMA). Quantification of building seismic performance factors. FEMA P‐695. Washington, D.C; 2009. | |
dc.identifier.citedreference | ASCE. Minimum Design Loads for Buildings and Other Structures, ASCE Standard ASCE/SEI 7–05, including Supplement No. 1, American Society of Civil Engineers, Reston, Virginia. 2002. https://doi.org/10.1061/9780784412916. | |
dc.identifier.citedreference | Sarma SK, Scorer M. The effect of vertical accelerations on seismic slope stability. Proceedings of the International Conference on Performance Based Design in Earthquake Geotechnical Engineering IS‐Tokyo, 1990. https://doi.org/10.13140/2.1.2814.3045. | |
dc.identifier.citedreference | Wu T‐Y, El‐Tawil S, McCormick J. Highly Ductile Limits for Deep Steel Columns. Journal of Structural Engineering 144.4. 2018: 04018016. | |
dc.identifier.citedreference | Federal Emergency Management Agency (FEMA). Seismic Performance Assessment of Buildings. vol. 1. FEMA P‐58. Washington, D.C; 2012. | |
dc.identifier.citedreference | Dashti S, Bray JD, Reilly J, Glaser S, Bayen A, Mari E. Evaluating the reliability of phones as seismic monitoring instruments. Earthq Spectra. 2014; 30 ( 2 ): 721 ‐ 742. https://doi.org/10.1193/091711EQS229M | |
dc.identifier.citedreference | Li H, Dong S, El‐Tawil S, Kamat V. Relative displacement sensing techniques for postevent structural damage assessment: Review. J Struct Eng. 2012; 356 ( September ): 1421 ‐ 1434. | |
dc.owningcollname | Interdisciplinary and Peer-Reviewed |
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