Optimum dynamic characteristic control approach for building mass damper design
dc.contributor.author | Wang, Shiang‐jung | |
dc.contributor.author | Lee, Bo‐han | |
dc.contributor.author | Chuang, Wei‐chu | |
dc.contributor.author | Chang, Kuo‐chun | |
dc.date.accessioned | 2018-03-07T18:25:51Z | |
dc.date.available | 2019-05-13T14:45:25Z | en |
dc.date.issued | 2018-04-10 | |
dc.identifier.citation | Wang, Shiang‐jung ; Lee, Bo‐han ; Chuang, Wei‐chu ; Chang, Kuo‐chun (2018). "Optimum dynamic characteristic control approach for building mass damper design." Earthquake Engineering & Structural Dynamics 47(4): 872-888. | |
dc.identifier.issn | 0098-8847 | |
dc.identifier.issn | 1096-9845 | |
dc.identifier.uri | https://hdl.handle.net/2027.42/142538 | |
dc.publisher | McGrawâ Hill | |
dc.publisher | Wiley Periodicals, Inc. | |
dc.subject.other | shaking table test | |
dc.subject.other | building mass damper | |
dc.subject.other | optimum design | |
dc.subject.other | seismic performance | |
dc.subject.other | sensitivity analysis | |
dc.title | Optimum dynamic characteristic control approach for building mass damper design | |
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/2027.42/142538/1/eqe2995.pdf | |
dc.description.bitstreamurl | https://deepblue.lib.umich.edu/bitstream/2027.42/142538/2/eqe2995_am.pdf | |
dc.identifier.doi | 10.1002/eqe.2995 | |
dc.identifier.source | Earthquake Engineering & Structural Dynamics | |
dc.identifier.citedreference | Sladek JR, Klingner RE. Effect of tunedâ mass dampers on seismic response. J Struct Eng ASCE. 1983; 109 ( 8 ): 2004 â 2009. | |
dc.identifier.citedreference | Koh T, Kobayashi M. Vibratory characteristics and earthquake response of midâ story isolated buildings. Mem Inst Sci Technol Meiji University. 2000; 39 ( 12 ): 97 â 114. | |
dc.identifier.citedreference | Li XZ, Ou HL, Lin S. Simplified analysis on calculation model of interlayer seismic isolation. Earthq Eng Eng Vib. 2002; 22 ( 1 ): 121 â 125. | |
dc.identifier.citedreference | Frahm H. Device for damping vibrations of bodies. U.S. Patent No. 989958; 1909. | |
dc.identifier.citedreference | Den Hartog JP. Mechanical Vibrations. 4th ed. NY: McGrawâ Hill; 1956. | |
dc.identifier.citedreference | McNamara RJ. Tuned mass dampers for buildings. J Struct Div. 1977; 103 ( 9 ): 1785 â 1798. | |
dc.identifier.citedreference | Luft RW. Optimum tuned mass dampers for buildings. J Struct Div. 1979; 105: 2766 â 2772. | |
dc.identifier.citedreference | Warburton GB. Optimal absorber parameters for various combinations of response and excitation parameters. Earthq Eng Struct Dyn. 1982; 10 ( 3 ): 381 â 401. | |
dc.identifier.citedreference | Tsai HC, Lin GC. Optimum tunedâ mass dampers for minimizing steadyâ state response of supportâ excited and damped systems. Earthq Eng Struct Dyn. 1993; 23 ( 11 ): 957 â 973. | |
dc.identifier.citedreference | Villaverde R. Reduction seismic response with heavilyâ damped vibration absorbers. Earthq Eng Struct Dyn. 1985; 13 ( 1 ): 33 â 42. | |
dc.identifier.citedreference | Sadek F, Mohraz B, Taylor AW, Chung RM. A method of estimating the parameters of tuned mass dampers for seismic applications. Earthq Eng Struct Dyn. 1997; 26 ( 6 ): 617 â 635. | |
dc.identifier.citedreference | Kwok KCS, Samali B. Performance of tuned mass dampers under wind loads. Eng Struct. 1995; 17 ( 9 ): 655 â 667. | |
dc.identifier.citedreference | Ricciardelli F, Pizzimenti AD, Mattei M. Passive and active mass damper control of the response of tall buildings to wind gustiness. Eng Struct. 2003; 25 ( 9 ): 1199 â 1209. | |
dc.identifier.citedreference | Kaynia AM, Biggs JM, Veneziano D. Seismic effectiveness of tuned mass dampers. J Struct Div. 1981; 107 ( 8 ): 1465 â 1484. | |
dc.identifier.citedreference | Pinkaew T, Lukkunaprasit P, Chatupote P. Seismic effectiveness of tuned mass dampers for damage reduction of structures. Eng Struct. 2003; 25 ( 1 ): 39 â 46. | |
dc.identifier.citedreference | Chen G, Wu J. Experimental study on multiple tuned mass dampers to reduce seismic responses of a threeâ storey building structure. Earthq Eng Struct Dyn. 2003; 32 ( 5 ): 793 â 810. | |
dc.identifier.citedreference | Ziyaeifar M, Noguchi H. Partial mass isolation in tall buildings. Earthq Eng Struct Dyn. 1998; 27 ( 1 ): 49 â 65. | |
dc.identifier.citedreference | Villaverde R. Aseismic roof isolation system: feasibility study with 13â story building. J Struct Eng ASCE. 2002; 128 ( 2 ): 188 â 196. | |
dc.identifier.citedreference | Angelis MD, Perno S, Reggio A. Dynamic response and optimal design of structures with large mass ratio TMD. Earthq Eng Struct Dyn. 2012; 41 ( 1 ): 41 â 60. | |
dc.identifier.citedreference | Kidokoro R. Self mass damper (SMD): seismic control system inspired by the pendulum movement of an antique clock. In: Proceedings of the 14th World Conference on Earthquake Engineering, Beijing, 2008. | |
dc.identifier.citedreference | Gilani ASJ, Miyamoto HK, Mahin S, Nighbor R. Seismic retrofit of the LAX theme building with mass damper: analysis and experimentation. In: Proceedings of the 15th World Conference on Earthquake Engineering, Lisbon, 2012. | |
dc.identifier.citedreference | Kautsky J, Nichols NK, Dooren PV. Robust pole assignment in linear state feedback. Int J Control. 1985; 41 ( 5 ): 1129 â 1155. | |
dc.identifier.citedreference | Nagarajaiah S, Xiaohong S. Response of baseâ isolated USC hospital building in Northridge earthquake. J Struct Eng ASCE. 2000; 126: 1177 â 1186. | |
dc.identifier.citedreference | Fujita T. Seismic isolation of civil buildings in Japan. Prog Struct Eng Mater. 1998; 1 ( 3 ): 295 â 300. | |
dc.identifier.citedreference | Martelli A, Forni M, Clemente P. Recent worldwide application of seismic isolation and energy dissipation and conditions for their correct use. In: Proceedings of the 15th World Conference on Earthquake Engineering, Lisbon, 2012. | |
dc.identifier.citedreference | Wang SJ, Chang KC, Hwang JS, Hsiao JY, Lee BH, Hung YC. Dynamic behavior of a building structure tested with base and midâ story isolation systems. Eng Struct. 2012; 42: 420 â 433. | |
dc.identifier.citedreference | Wang SJ, Hwang JS, Chang KC, Lin MH, Lee BH. Analytical and experimental studies on midâ story isolated buildings with modal coupling effect. Earthq Eng Struct Dyn. 2013; 42 ( 2 ): 201 â 219. | |
dc.identifier.citedreference | Wang SJ, Chang KC, Hwang JS, Lee BH. Simplified analysis of midâ story seismically isolated buildings. Earthq Eng Struct Dyn. 2011; 40 ( 2 ): 119 â 133. | |
dc.owningcollname | Interdisciplinary and Peer-Reviewed |
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