1. Lee, C. H., Jeon, S. W., Kim, J. H., and Uang, C. M. “Effects of
panel zone strength and beam web connection method on
seismic performance of reduced beam section steel moment
connections.” Journal of Structural Engineering, Vol. 131, No.
12, (2005), 1854-1865.
2. Ciutina, A. L. and Dubina, D. “ Seismic behaviour of steel
beam-to-column joints with column web stiffening.” Steel and
Composite structures, Vol. 6, No. 6, (2006), 493-512.
3. Saravanan, M., Arul, J., Marimuthu, V., and Prabha, P.
“Advanced analysis of cyclic behaviour of plane steel frames
with semi-rigid connections.” Steel and Composite Structures,
Vol. 9, No. 4, (2009), 381-395.
4. Hus, H. L., and Tsao, J. W. “Flexural-torsional performance of
thin-walled steel hollow box columns subjected to a cyclic
eccentric load.” Thin-Walled structures, Vol. 45, No. 2, (2007),
149-58.
5. Chou, C. C., Tsai, K. C., Wang, Y. Y., and Jao, C. K. “Seismic
rehabilitation performance of steel side plate moment
connections”. Earthquake Engineering & Structural
Dynamics, Vol. 39, No. 1, (2010), pp. 23-44.
6. Hsu, H. L., and Li, Z. C. “ Seismic performance of steel frames
with controlled buckling mechanisms in knee braces.” Journal
of Constructional Steel Research, Vol. 107, (2015), 50-60.
7. Dubina, D. and Stratan, A. “Behaviour of welded connections of
moment resisting frames beam-to-column joints.” Engineering
Structures, Vol. 24, No. 11, (2002), 1431-40.
8. Pucinotti, R. “Cyclic mechanical ,odel of semirigid top and seat
and double web angle connections.” Steel and Composite
Structures, Vol. 6, No. 2, (2006), 139-157.
9. Gerami, M., Saberi, H., Saberi, V., and Daryan, A. S. “Cyclic
behavior of bolted connections with different arrangement of
bolts.” Journal of Constructional Steel Research, Vol. 67, No.
4, (2011), 690-705.
10. Aschheim, M.A.“Moment-resistant structure, sustainer and
method of resisting episodic loads.” United State Patent, No
6,012,256, (2000).
11. Daniel, C., Hemalatha, L., Tensing, D. and Sundar Manoharan,
S. “Seismic Mitigation of Building Frames using
Magnetorheological Damper”, International Journal of
Engineering, Transactions B: Applications, Vol 32, No. 11,
(2019), 1543-1547.
12. Seid, S., Chandramohan, S., Sujatha, S. (2019). “Design and
Evaluation of a Magnetorheological Damper Based Prosthetic
Knee”, International Journal of Engineering (IJE), IJE
Transactions B: Applications, Vol. 32, No. 1, 146-152.
13. Polocoser, T.,Leimcke, J., and Kasal, B. “Report on the seismic
performance of three-dimensional moment-resisting timber
frames with frictional damping in beam-to-column connections.”
Advance in Structural Engineering, Vol. 21, No.11, (2018),
1652-1663.
14. Tsai, K. C., Hsu, C. H., Li, C. H., and Chin, P. Y. “
Experimantal and analytical investigations of steel panel
dampers for seismic applications in steel moment frames.”
Earthquake Engineering and Structural Dynamics, Vol. 47,
No. 6, (2018), 1416-1439.
15. El-Bahey, S. and Bruneau, M. “Buckling restrained braces as
structural fuses for the seismic retrofit of reinforced concrete
bridge bents.” Engineering Structures, Vol. 33, No. 3, (2011), 1052-1061.
16. Roeder, C. W., and Popov, E. P. “Inelastic behavior of
eccentrically braced steel frames under cyclic loadings.” NASA
STI/Recon Technical Report, (1997).
17. Chen, Y. T. and Chai, Y. H. “Effect of brace stiffness on
performance of structures with supplemental maxwell modelbased
brace-damper systems.” Earthquake Engineering and
Structural Dynamics, Vol. 40, No. 1, (2011), 75-92.
18. Benavent-Climent, Amadeo. “A brace-type seismic damper
based on yielding the walls of hollow structural sections.”
Engineering Structures, Vol. 32, No. 4, (2010), 1113-22.
19. Kang, J. D., and Tagawa, H. “Seismic performance of steel
structures with seesaw energy dissipation system using fluid
viscous dampers.” Engineering Structures, Vol. 56, (2013),
431-442.
20. Piedrafita, D., Cahis, X., Simon, E., and Comas, J. “ A new
modular buckling restrained brace for seismic resistant
buildings.” Engineering Structures, Vol. 56, (2013), 19671975.
21. Oh, K., Lee, K., Chen, L., Hong, S. B., and Yang, Y. “Seismic
performance evaluation of weak axis column-tree moment
connections with reduced beam section.” Journal of
Constructional Steel Research, Vol. 105, (2015), 28-38.
22. TahamouliRoudsari, M., Eslamimanesh, M. B., Entezari, A. R.,
Noori, O., and Torkaman, M. “Experimental Assessment of
Retrofitting RC Moment Resisting Frames with ADAS and
TADAS Yielding Dampers”. Structures, Vol. 14, (2018), 75-87.
23. Ghaffary, A., & Karami Mohammadi, R. “Framework for virtual
hybrid simulation of TADAS frames using opensees and
abaqus”, Journal of Vibration and Control, Vol. 24, No. 11,
(2018), 2165-2179.
24. Farsangi, E. N., Tasnimi, A. A., Yang, T. Y., Takewaki, I., and
Mohammadhasani, M. “Seismic performance of a resilient lowdamage
base isolation system under combined vertical and
horizontal excitations”, Smart Structures and Systems, Vol. 22,
No. 4, (2018), 383-397.
25. Garivani, S., Aghakouchak, A. A., and Shahbeyk, S. “Seismic
Behavior of Steel Frames Equipped with Comb-Teeth Metallic
Yielding Dampers”. International Journal of Steel Structures,
Vol. 19, No. 4, (2019), 1070-1083.
26. Saghafi, M. H., & Golafshar, A. L. I. “Analytical assessment of
reinforced concrete frames equipped with TADAS dampers”.
Journal of Rehabilitation in Civil Engineering, Vol. 7, No. 2,
(2019), 302-317.
27. Palermo, M., Silvestri, S., Gasparini, G., and Trombetti, T.
(2015). “Crescent shaped braces for the seismic design of
building structures.” Materials and Structures, Vol. 48, No. 5,
(2015), 1485-1502.
28. Hsu, H. L., and Halim, H. “Improving seismic performance of
framed structures with steel curved dampers.” Engineering
Structures, Vol. 130, (2017), 99-111.
29. Hibbitt, H., Karlsson, B., and Sorensen, E. “ABAQUS user’s
manual.” Providence, RI: Dassaulat Systems Simulia Crop,
(2016).
30. ATC-24,“Guidelines for Cyclic Seismic Testing of Components
of Steel Structures for Buildings,” Report No. ATC-24, Applied
Technology Council, Redwood City, CA. (1992).
31. Pourasil, M.B., Mohammadi, Y., and Gholizad, A. “ A
proposed procedure for progressive collapse analysis of common
steel building structures to blast loading.” KSCE Journal of
Civil Engineering, Vol. 21, No. 6, (2017), 2186-2194.
32. Oh, S. H., Kim, Y. J., and Ryu, H. S. Seismic performance of
steel structures with slit dampers. Engineering Structures, Vol.
31, No. 9, (2009), 1997-2008.
33. Priestley, M.N., Seible, F. and Calvi, G.M., Seismic design and
retrofit of bridges. John Wiley & Sons, (1996).
34. Tsai, K. C., Chen, H. W., Hong, C. P., and Su, Y. F. (1993).
Design of steel triangular plate energy absorbers for seismicresistant
construction. Earthquake Spectra, Vol. 9, No. 3,
(1993), 505-528.