Replaceable Fuses in Earthquake Resistant Steel Structures: A Review

Adan, S. M., & Gibb, W. (2009). Experimental evaluation of kaiser bolted bracket steel moment-resisting connections. Engineering Journal, 46(3), 181.

AISC341-16. (2016). Seismic provisions for structural steel buildings. American Institute of Steel Construction, Chicago, Illinois 60601-6204.

ANSI, AISC 341–16. (2016). Seismic provisions for structural steel buildings (p. 60601). Chicago, Illinois: American Institute of Steel Construction, An American National Standard.

ANSI, AISC 358–16. (2015). Prequalified connections for special and intermediate steel moment frames for seismic applications (p. 60601). Chicago, Illinois: American Institute of Steel Construction, An American National Standard.

Arlekar, J. N., & Murty, C. (2004). Improved truss model for design of welded steel moment-resisting frame connections. Journal of Structural Engineering, 130(3), 498–510.

Baiguera, M., Vasdravellis, G., & Karavasilis, T. L. (2016). Dual seismic-resistant steel frame with high post-yield stiffness energy-dissipative braces for residual drift reduction. Journal of Constructional Steel Research, 122, 198–212.

Balut, N., & Gioncu, V. (2003). Suggestion for an improved dog-bone solution. In STESSA 2003-behaviour of steel structures in seismic areas: Proceedings of the 4th international specialty conference, Naples, Italy, 9-12 June 2003 (pp. 129–134). CRC Press.

Bonetti, S., & Matamoros, A. (2008). Fuse elements for special concentrically braced frames. In 14th world conference on earthquake engineering, Beijing, China.

Bouwkamp, J., Vetr, M. G., & Ghamari, A. (2016). An analytical model for inelastic cyclic response of eccentrically braced frame with vertical shear link (V-EBF). Case Studies in Structural Engineering, 6, 31–44.

Bruneau, M., Uang, C. M., & Sabelli, S. R. (2011). Ductile design of steel structures (2nd ed.). New York: Mcgraw-Hill Professional.

Calado, L., & Mele, E. (2000). Cyclic tests on bolted and welded beam-to-column connections. ISET Journal of Earthquake Technology, 37(4), 65–88.

Castiglioni, C. A., Kanyilmaz, A., & Calado, L. (2012). Experimental analysis of seismic resistant composite steel frames with dissipative devices. Journal of Constructional Steel Research, 76, 1–12.

Chen, C.-C., Lin, C.-C., & Lin, C.-H. (2006). Ductile moment connections used in steel column-tree moment-resisting frames. Journal of Constructional Steel Research, 62(8), 793–801.

Chen, S.-J., Yeh, C., & Chu, J. (1996). Ductile steel beam-to-column connections for seismic resistance. Journal of Structural Engineering, 122(11), 1292–1299.

Dimakogianni, D., Dougka, G., Vayas, I., & Karydakis, P. (2012). Innovative seismic-resistant steel frames (FUSEIS 1–2)—Experimental analysis. Steel Construction, 5(4), 212–221.

Dougka, G., Dimakogianni, D., & Vayas, I. (2014). Innovative energy dissipation systems (FUSEIS 1–1)—Experimental analysis. Journal of Constructional Steel Research, 96, 69–80.

Dusicka, P., & Iwai, R. (2007). Development of linked column frame system for seismic lateral loads. In Structural engineering research frontiers (pp. 1–13).

Eatherton, M. R. (2010). Large-scale cyclic and hybrid simulation testing and development of a controlled-rocking steel building system with replaceable fuses. University of Illinois at Urbana-Champaign.

Eatherton, M. R., & Hajjar, J. F. (2011). Residual drifts of self-centering systems including effects of ambient building resistance. Earthquake Spectra, 27(3), 719–744.

Eatherton, M. R., Ma, X., Krawinkler, H., Mar, D., Billington, S., Hajjar, J. F., et al. (2014). Design concepts for controlled rocking of self-centering steel-braced frames. Journal of Structural Engineering, 140(11), 04014082.

Engelhardt, M. D., & Sabol, T. A. (1998). Reinforcing of steel moment connections with cover plates: Benefits and limitations. Engineering Structures, 20(4–6), 510–520.

Eurocode 8, 2004. (2004). Design of structures for earthquake resistance—Part 1: General rules, seismic actions and rules for buildings. European Committee for Normalization, Brussels: European Standard.

FEMA-267, 1995. (1995). INTERIM GUIDELINES: Evaluation, repair, modification and design of steel moment frames. Report No. SAC 95-02, Prepared by the SAC Joint Venture for the Federal Emergency Management Agency, Washington, DC.

FEMA-355D. (2000). State of the art report on connection performance. Washington, DC: SAC Joint Venture for FEMA.

Ghobarah, A. (2001). Performance-based design in earthquake engineering: State of development. Engineering Structures, 23(8), 878–884.

Ghobarah, A., & Ramadan, T. (1994). Bolted link-column joints in eccentrically braced frames. Engineering Structures, 16(1), 33–41.

Han, S. W., Moon, K.-H., Hwang, S.-H., & Stojadinovic, B. (2012). Rotation capacities of reduced beam section with bolted web (RBS-B) connections. Journal of Constructional Steel Research, 70, 256–263.

Herrera, R., Salas, C., Beltran, J. F., & Nuñez, E. (2017). Experimental performance of double built-up t moment connections under cyclic loading. Journal of Constructional Steel Research, 138, 742–749.

Housner, G. W. (1963). The behavior of inverted pendulum structures during earthquakes. Bulletin of the Seismological Society of America, 53(2), 403–417.

Hsu, H.-L., & Halim, H. (2017). Improving seismic performance of framed structures with steel curved dampers. Engineering Structures, 130, 99–111.

Hukelbridge, A., & Clough, R. (1977). Preliminary experimental study of seismic uplift of a steel frame. Technical Report Report No. UCB/EERC-77/22. Berkely: University of California, Berkely.

Inoue, K., Suita, K., Takeuchi, I., Chusilp, P., Nakashima, M., & Zhou, F. (2006). Seismic-resistant weld-free steel frame buildings with mechanical joints and hysteretic dampers. Journal of Structural Engineering, 132(6), 864–872.

Jones, S. L., Gary, T., & D Engelhardt, M. (2000). Reduced beam section welded steel moment frames. In 12th world conference on earthquake engineering, Auckland, New Zealand, Paper 1671.

Judd, J. P., Marinovic, I., Eatherton, M. R., Hyder, C., Phillips, A. R., Tola, A. T., et al. (2016). Cyclic tests of all-steel web-restrained buckling-restrained brace subassemblages. Journal of Constructional Steel Research, 125, 164–172.

Kelley, J. M., & Tsztoo, D. F. (1977). Earthquake simulation testing of a stepping frame with energy-absorbing devices. Technical Report No. EERC 77-17 , Earthquake Engineering Research Centre, University of California, Berkeley, CA 94720-1792.

Khonsari, S., England, G., Shahsavar-Gargari, M., & Parvinnia, S. (2008). Response of a novel beam-to-column connection to monotonic and cyclic flexural loading. In ASME 2008 27th international conference on offshore mechanics and arctic engineering (pp. 599–608). American Society of Mechanical Engineers.

Kim, J., & Seo, Y. (2003). Seismic design of steel structures with buckling-restrained knee braces. Journal of Constructional Steel Research, 59(12), 1477–1497.

Köken, A., & Köroğlu, M. A. (2013). Experimental study on beam-to-column connections of steel frame structures with steel slit dampers. Journal of Performance of Constructed Facilities, 29(2), 04014066.

Latour, M., Piluso, V., & Rizzano, G. (2011). Experimental analysis of innovative dissipative bolted double split tee beam-to-column connections. Steel Construction, 4(2), 53–64.

Leelataviwat, S. (1998). Drift and yield mechanism based seismic design and upgrading of steel moment frames. Ph.D. thesis, Department of Civil and Environmental Engineering, University of Michigan, MI 48109, USA.

Leelataviwat, S., Suksan, B., Srechai, J., & Warnitchai, P. (2010). Seismic design and behavior of ductile knee-braced moment frames. Journal of Structural Engineering, 137(5), 579–588.

Lopes, A. P. (2016). Seismic behavior and design of the linked column steel frame system for rapid return to occupancy. Ph.D. thesis Civil and Environmental Engineering, Portland State University, Portland, OR 97207-075.

Ma, X., Borchers, E., Pena, A., Krawinkler, H., & Deierlein, G. (2010). Design and behavior of steel shear plates with openings as energy-dissipating fuses (p. 173). John A. Blume Earthquake Engineering Center Technical Report.

Malakoutian, M., Berman, J. W., & Dusicka, P. (2013). Seismic response evaluation of the linked column frame system. Earthquake Engineering & Structural Dynamics, 42(6), 795–814.

Mansour, N. (2010). Eccentrically braced frames with replaceable shear links. Ph.D. thesis , Department of Civil Engineering, University of Toronto, ON M5S, Canada.

Marwan, N., Manzanarez, R., & Brian, M. (2000). Seismic design strategy of the new east bay bridge suspension span. In 12th world conference on earthquake engineering, Auckland, New Zealand, Paper 0911.

McCormick, J., Aburano, H., Ikenaga, M., & Nakashima, M. (2008). Permissible residual deformation levels for building structures considering both safety and human elements. In Proceedings of the 14th world conference on earthquake engineering, Beijing, China.

Midorikawa, M., Ishihara, T., Azuhata, T., Hori, H., Kusakari, T., & Asari, T. (2009). Three-dimensional shaking table tests on seismic response of reduced-scale steel rocking frames. In Proceedings of the 3rd international conference on advances in experimental structural engineering. San Francisco, USA: Earthquake Engineering Research Center.

Oh, S.-H., Kim, Y.-J., & Ryu, H.-S. (2009). Seismic performance of steel structures with slit dampers. Engineering Structures, 31(9), 1997–2008.

Piluso, V., & Rizzano, G. (2008). Experimental analysis and modelling of bolted t-stubs under cyclic loads. Journal of Constructional Steel Research, 64(6), 655–669.

Plumier, A. (1997). The dogbone: Back to the future. Engineering Journal-American Institute of Steel Construction, 34, 61–67.

Plumier, A., Doneux, C., Castiglioni, C., Brescianini, J., Crespia, A., Dell’Anna, S., et al. (2006). Two innovations for earthquake-resistant design: The INERD project. EUR, 22044, 1–130.

Popov, E. P., & Takhirov, S. M. (2002). Bolted large seismic steel beam-to-column connections part 1: Experimental study. Engineering Structures, 24(12), 1523–1534.

Pryor, S. E., & Hiriyur, B. (2010). Moment frame connector. US Patent App. 12/967,462.

Sabelli, R., Mahin, S., & Chang, C. (2003). Seismic demands on steel braced frame buildings with buckling-restrained braces. Engineering Structures, 25(5), 655–666.

Shayanfar, M., Barkhordari, M., & Rezaeian, A. (2012). Experimental study of cyclic behavior of composite vertical shear link in eccentrically braced frames. Steel and Composite Structures, 12(1), 13–29.

Shen, Y., Christopoulos, C., Mansour, N., & Tremblay, R. (2010). Seismic design and performance of steel moment-resisting frames with nonlinear replaceable links. Journal of Structural Engineering, 137(10), 1107–1117.

Smallidge, J. M. (1999). Behavior of bolted beam-to-column T-stub connections under cyclic loading. Master’s thesis Georgia Institute of Technology, Atlanta, GA 30332.

Steelconstruction.info. (2016). Steel construction cost. https://www.steelconstruction.info/Cost_of_structural_steelwork . Accessed Nov 2017.

Stratan, A., & Dubina, D. (2004). Bolted links for eccentrically braced steel frames. Connections in Steel Structures, V, 223–332.

Tremblay, R., Poirier, L., Bouaanani, N., Leclerc, M., Rene, V., Fronteddu, L., & Rivest, S. (2008). Innovative viscously damped rocking braced steel frames. In Proceedings of the 14th world conference on earthquake engineering, Beijing, China (pp. 12–17).

Uang, C.-M., Bondad, D., & Lee, C.-H. (1998). Cyclic performance of haunch repaired steel moment connections: Experimental testing and analytical modeling. Engineering Structures, 20(4–6), 552–561.

Vayas, I., & Thanopoulos, P. (2005). Innovative dissipative (INERD) pin connections for seismic resistant braced frames. International Journal of Steel Structures, 5(5), 453–464.

Wang, F., Su, M., Hong, M., Guo, Y., & Li, S. (2016). Cyclic behaviour of Y-shaped eccentrically braced frames fabricated with high-strength steel composite. Journal of Constructional Steel Research, 120, 176–187.

Xie, Q. (2005). State of the art of buckling-restrained braces in Asia. Journal of Constructional Steel Research, 61(6), 727–748.

Yoshino, T., & Karino, Y. (1971). Experimental study on shear wall with braces: Part 2. In Summaries of technical papers of annual meeting (pp. 403–404). Architectural Institute of Japan, Structural Engineering Section.