1 |
Marshall JD, Charney FA. Seismic response of steel frame structures with hybrid passive control systems. Earthquake Engineering & Structural Dynamics. 2012;41(4):715-733.
DOI
|
2 |
Zahrai SM, Moradi A, Moradi M. Using friction dampers in retrofitting a steel structure with masonry infill panels. Steel and Composite Structures. 2015;19(2):309-325.
DOI
|
3 |
Xu Z, Xu F, Chen X. Study on intelligent vibration isolation and mitigation of the platform by using MR and VE devices. Journal of Aerospace Engineering. ASCE. 2016;29(4):1-10.
|
4 |
Lee J, Kang H, Kim J. Seismic performance of steel plate slit-friction hybrid dampers. Journal of Constructional Steel Research. 2017;136:128-139.
DOI
|
5 |
Chan RWK, Albermani F. Experimental study of slit damper for passive energy dissipation. Engineering Structures. 2008;30(4):1058-1066.
DOI
|
6 |
Perform 3D. Computer and Structures. Inc. PERFORM User Guide ver 4. c2006.
|
7 |
ASCE/SEI 7-13. American Society of Civil Engineers. Minimum Design Loads for Buildings and Other Structures: Reston. c2013.
|
8 |
PEER. PEER NGA Database, Pacific Earthquake Engineering Research Center, University of California. Berkeley. USA. 2017. Available from: http://peer.berkeley.edu/nga.
|
9 |
Sivanandam SN, Deepa SN. Introduction to Genetic Algorithms. Berlin: Springer. c2008.
|
10 |
Cornell CA, Jalayer F, Hamburger RO, Foutch DA. The probabilistic basis for the 2000 SAC/FEMA steel moment frame guidelines. ASCE. Journal of Structural Engineering. 2002;128(4):526-533.
DOI
|
11 |
HAZUS-MH 2.1. Technical Manual. Federal Emergency Management Agency. Washington DC. USA. c2010.
|