최소 단어 이상 선택하여야 합니다.
최대 10 단어까지만 선택 가능합니다.
다음과 같은 기능을 한번의 로그인으로 사용 할 수 있습니다.
NTIS 바로가기Earthquakes and structures, v.13 no.1, 2017년, pp.51 - 58
Bur, Mulyadi (Department of Mechanical Engineering, Faculty of Engineering, Andalas University) , Son, Lovely (Department of Mechanical Engineering, Faculty of Engineering, Andalas University) , Rusli, Meifal (Department of Mechanical Engineering, Faculty of Engineering, Andalas University) , Okuma, Masaaki (Department of Mechanical and Aerospace Engineering, Tokyo Institute of Technology)
Passive dynamic vibration absorbers (DVAs) are often used to suppress the excessive vibration of a large structure due to their simple construction and low maintenance cost compared to other vibration control techniques. A new type of passive DVA consists of two pendulums connected with spring and d...
Bayramoglu, G., Ozgen, A. and Altinok, E.(2014), "Seismic performance evaluation and retrofitting with viscous fluid dampers of an existing bridge in Istanbul", Struct. Eng. Mech, 49(4), 463-477.
Farshidianfar, A. and Soheili, S. (2013), "ABC optimization of TMD parameters for tall buildings with soil structure interaction", Inter. Multi. Mech., 6(4), 339-356.
Fosdick, R. and Ketema, Y. (1998), "A thermoviscoelastic dynamic vibration absorber", J. Appl. Mech., 65(1), 17-24.
Haupt, R.L. and Haupt, S.E. (2004), Practical Genetic Algorithm, John Willey & Sons, USA.
Mizuno, T. and Araki, K. (1993), "Control system of a dynamic vibration absorber with an electromagnetic servomechanism", J. Mech. Syst. Sig. Proc., 7(4), 293-306.
Ni, P. (2014), "Seismic assessment and retrofitting of existing structure based on nonlinear static analysis", Struct. Eng. Mech., 49(5), 631-644.
Rusli, M., Bur. M. and Son, L. (2015), "Dynamic vibration absorber for squeal noise suppression in simple model structures", Int. J. Struct. Stab. Dyn., 15(5), 1450078.
Salazar, A.R., Beltran, F.V., Escobedo, D.D., Mora, E.B. and Barraza, A.L. (2016), "Combination rules and critical seismic response of steel buildings modeled as complex MDOF systems", Earthq. Struct., 10(1), 211-238.
Seto, K., Iwasaki, Y., Shimoda, I., Oda, S. and Watanabe, T. (2011), "Vibrataion control for house structures beyond 3 story using pendulum-type controller underground excitation like traffic vibrations or earthquakes", J. Syst. Des. Dyn., 5(5), 653-664.
Shariatmadar, H. and Razavi, H.M. (2014), "Seismic control response of structures using an ATMD with fuzzy logic controller and PSO method", Struct. Eng. Mech., 51(4), 547-564.
Son, L., Bur, M. and Rusli, M.(2016b), "Response reduction of Two DOF shear structure using TMD and TLCD by considering absorber space limit and fluid motion", Appl. Mech. Mat., 836, 251-256.
Son, L., Bur, M., Rusli, M. and Adriyan, A. (2016), "Design of double dynamic vibration absorbers for reduction of two DOF vibration system", Struct. Eng. Mech., 57(1), 161-178.
Wang, L., Liang, S., Song, J. and Wang, S. (2015), "Analysis of vortex induced vibration frequency of super tall building based on wind tunnel tests of MDOF aero-elastic model", Wind Struct., 21(5), 523-536.
Xiang, P. and Nishitani, A. (2015), "Optimum design and application of non-traditional tuned mass damper toward seismic response control with experimental test verification", Earthq. Eng. Struct. D., 44(13), 2199-2220.
Yamada, K. (2015), "Enhancing efficiency of piezoelectric element attached to beam using extended spacers", J. Sound Vib., 341(1), 31-52.
Zhang, C., Zhou, Y., Weng, D.G., Lu, D.H. and Wu, C.X. (2015), "A methodology for design of metallic dampers in retrofit of earthquake-damaged frame", Struct. Eng. Mech., 56(4), 569-588.
Zhou, X., Lin, Y. and Gu, M. (2015), "Optimization of multiple tuned mass dampers for large-span roof structures subjected to wind loads", Wind Struct., 20(3), 363-388.
*원문 PDF 파일 및 링크정보가 존재하지 않을 경우 KISTI DDS 시스템에서 제공하는 원문복사서비스를 사용할 수 있습니다.
※ AI-Helper는 부적절한 답변을 할 수 있습니다.