1 |
Abdeddaim, M., A. Ounis, N. Djedoui and M. Shrimali (2016), "Pounding hazard mitigation between adjacent planar buildings using coupling strategy", J. Civ. Struct. Hlth. Monit., 6(3), 603-617.
DOI
|
2 |
Abdeddaim, M., A. Ounis, N. Djedoui and M. Shrimali (2016), "Reduction of pounding between buildings using fuzzy controller", Asian J. Civ. Eng. (BHRC), 17(7), 985-1005.
|
3 |
Bharti, S., S. Dumne and M. Shrimali (2010), "Seismic response analysis of adjacent buildings connected with MR dampers", Eng. Struct., 32(8), 2122-2133.
DOI
|
4 |
Dumne, S., M. Shrimali and S. Bharti (2017), "Earthquake performance of hybrid controls for coupled buildings with mr dampers and sliding base isolation", Asian J. Civ. Eng. (BHRC), 18(1), 63-97.
|
5 |
Klein, R., A. Todaro and I. Finne (1972), "Investigation of a method to stabilize wind induced oscillations in large structures", Am. Soc. Mech. Engineers, 95(2), 53-53.
|
6 |
Lee, D. and D.P. Taylor (2001), "Viscous damper development and future trends", Struct. Des. Tall Build., 10(5), 311-320.
DOI
|
7 |
Patel, C. and R. Jangid (2010), "Seismic response of dynamically similar adjacent structures connected with viscous dampers", The IES Journal Part A: Civil & Structural Engineering, 3(1), 1-13.
DOI
|
8 |
Nekooei, M. and M. Ziyaeifar (2008), "Spectral investigation on the seismic behaviour of vertical mass isolated structures against Earthquake", The 14th World Conference on Earthquake Engineering.
|
9 |
Nekooei, M. and M. Ziyaeifar (2008), "Vertical seismic isolation of structures", J. Appl. Sci., 8(24), 4656-4661.
DOI
|
10 |
Nigdeli, S.M. and G. Bekdas (2014), "Optimum tuned mass damper approaches for adjacent structures", Earthq. Struct., 7(6), 1071-1091.
DOI
|
11 |
Richardson, A., K.K. Walsh and M.M. Abdullah (2013), "Closed-form equations for coupling linear structures using stiffness and damping elements", Struct. Control Hlth. Monit., 20(3), 259-281.
DOI
|
12 |
Xu, Y., Q. He and J. Ko (1999), "Dynamic response of damper-connected adjacent buildings under earthquake excitation", Eng. Struct., 21(2), 135-148.
DOI
|
13 |
Zhang, W. and Y. Xu (1999), "Dynamic characteristics and seismic response of adjacent buildings linked by discrete dampers", Earthq. Eng. Struct. D., 28(10), 1163-1185.
DOI
|
14 |
Zhang, W. and Y. Xu (2000), "Vibration analysis of two buildings linked by Maxwell model-defined fluid dampers", J. Sound Vib., 233(5), 775-796.
DOI
|
15 |
Zhu, H., D. Ge and X. Huang (2011), "Optimum connecting dampers to reduce the seismic responses of parallel structures", J. Sound Vib., 330(9), 1931-1949.
DOI
|
16 |
Zhu, H. and Y. Xu (2005), "Optimum parameters of Maxwell model-defined dampers used to link adjacent structures", J. Sound Vib., 279(1), 253-274.
DOI
|
17 |
Ziyaeifar, M., S. Gidfar and M. Nekooei (2012), "A model for mass isolation study in seismic design of structures", Struct. Control Hlth. Monit., 19(6), 627-645.
DOI
|
18 |
Ziyaeifar, M. (2000), "Method of mass isolation in seismic design of structures", Proceeding of the 12th World Conference on Earthquake Engineering, Paper.
|