Development of miniature bar-type structural fuses with cold formed bolted connections |
Guan, Dongzhi
(School of Civil Engineering, Southeast University)
Yang, Sen (School of Civil Engineering, Southeast University) Jia, Liang-Jiu (Department of Disaster Mitigation for Structures, Tongji University) Guo, Zhengxing (School of Civil Engineering, Southeast University) |
1 | AISC341-10 (2010), Seismic provisions for structural steel buildings, American Institute of Steel Construction, Chicago, Illinois. |
2 | Xing, H. (2004), "Research on the mechanical behavior of the parallel thread rebar splicing with rolled thread ends and its application", M.S. Thesis; Dalian University of Technology, Dalian, China. (In Chinese) |
3 | Zhou, Z., He, X. T., Wu, J., Wang, C.L. and Meng, S.P. (2014), "Development of a novel self-centering buckling-restrained brace with BFRP composite tendons", Steel Compos. Struct., 16(5), 491-506. https://doi.org/10.12989/scs.2014.16.5.491. DOI |
4 | Amaris Mesa, A. (2010), "Developments of advanced solutions for seismic resisting precast concrete frames", Ph.D. Thesis; University of Canterbury, Christchurch, New Zealand. |
5 | ASCE41-06 (2007), Seismic rehabilitation of existing buildings, American society of civil engineers, Reston, VA. |
6 | Calado, L., Proenca, J.M., Espinha, M. and Castiglioni, C.A. (2013), "Hysteretic behavior of dissipative welded fuses for earthquake resistant composite steel and concrete frames", Steel Compos. Struct., 14(14), 547-569. http://dx.doi.org/10.12989/scs.2013.14.5.547. DOI |
7 | Chen, Q., Wang, C.L., Meng, S. and Zeng, B. (2016), "Effect of the unbonding materials on the mechanic behavior of all-steel buckling-restrained braces", Eng. Struct., 111, 478-493. https://doi.org/10.1016/j.engstruct.2015.12.030. DOI |
8 | Christopoulos, C., Filiatrault, A., Uang, C.M. and Folz, B. (2002), "Posttensioned energy dissipating connections for momentresisting steel frames", J. Struct. Eng., 128(9), 1111-1120. https://doi.org/10.1061/(ASCE)0733-9445(2002)128:9(1111). DOI |
9 | Fleischman, R.B. and Seeber, P.E.K. (2016), "New construction for resilient cities: the argument for sustainable low damage precast/prestressed concrete building structures in the 21st century", Sci. Iran., 23(4), 1578-1593. |
10 | Ghosh, S.K., Nakaki, S.D. and Krishnan, K. (1997), "Precast structures in regions of high seismicity: 1997 UBC design provisions", PCI J., 42(6), 76-91. |
11 | Gorgun, H. (2018), "An experimental study of the behaviour of double sided bolted billet connections in precast concrete frames", Steel Compos. Struct., 29(5), 603-622. https://doi.org/10.12989/scs.2018.29.5.603. DOI |
12 | Jia, L.J., Dong, Y., Ge, H.B., Kondo, K. and Xiang, P. (2019), "Experimental study on high-performance buckling-restrained braces with perforated core plates", Int. J. Struct. Stab. D., 19(1), 1940004. https://doi.org/10.1142/S0219455419400042. DOI |
13 | Guan, D., Guo, Z., Xiao, Q. and Zheng, Y. (2016), "Experimental study of a new beam-to-column connection for precast concrete frames under reversal cyclic loading", Adv. Struct. Eng., 19(3), 529-545. https://doi.org/10.1177/1369433216630122. DOI |
14 | Guan, D., Jiang, C., Guo, Z. and Ge, H.B. (2018), "Development and seismic behavior of precast concrete beam-to-column connections", J. Earthq. Eng., 22(2), 234-256. https://doi.org/10.1080/13632469.2016.1217807. DOI |
15 | Huang, S. (2016), "Research on mechanical connection of 500 MPa high strength rebars", M.S. Thesis; Nanjing University of Aeronautics and Astronautics, Nanjing, China. (In Chinese) |
16 | Jia, L.J., Ge, H.B., Maruyama, R. and Shinohara, K. (2017), "Development of a novel high-performance all-steel fish-bone shaped buckling-restrained brace", Eng. Struct., 138, 105-119. https://doi.org/10.1016/j.engstruct.2017.02.006. DOI |
17 | Jia, L.J., Ge, H.B., Xiang, P. and Liu, Y. (2018a), "Seismic performance of fish-bone shaped buckling-restrained braces with controlled damage process", Eng. Struct., 169, 141-153. https://doi.org/10.1016/j.engstruct.2018.05.040. DOI |
18 | Jia, L.J., Li, R.W., Xiang, P., Zhou, D.Y. and Dong, Y. (2018b), "Resilient steel frames installed with self-centering dual-steel buckling-restrained brace", J. Constr. Steel Res., 149, 95-104. https://doi.org/10.1016/j.jcsr.2018.07.001. DOI |
19 | Jia, L.J. and Kuwamura, H. (2014b), "Ductile fracture simulation of structural steels under monotonic tension", J. Struct. Eng., 140(5), 04013115. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000944. DOI |
20 | Jia, L.J., Koyama, T. and Kuwamura, H. (2014a), "Experimental and numerical study of postbuckling ductile fracture of heattreated SHS stub columns", J. Struct. Eng., 140(7), 04014044. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001056. DOI |
21 | Jia, L.J. and Kuwamura, H. (2014), "Prediction of cyclic behaviors of mild steel at large plastic strain using coupon test results", J. Struct. Eng., 140(2), 04013056. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000848. DOI |
22 | Jia, L.J. and Kuwamura, H. (2015), "Ductile fracture model for structural steel under cyclic large strain loading", J. Constr. Steel Res., 106, 110-121. https://doi.org/10.1016/j.jcsr.2014.12.002. DOI |
23 | Kato, T., Jia, L.J. and Ge, H.B. (2015), "Investigation on the influence of different ductile fracture parameters X for analysis conditions", Annual Meeting of the Architectural Institute of Japan, Okayama, Japan. |
24 | Mander, T., Rodgers, G., Chase, J., Mander, J.B., Macrae, G. and Dhakal, R. (2009), "A damage avoidance design steel beamcolumn moment connection using high-force-to-volume dissipators", J. Struct. Eng., 135(11), 1390-1397. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000065. DOI |
25 | Marriott, D., Pampanin, S. and Palermo, A. (2009), "Quasi-static and pseudo-dynamic testing of unbonded post-tensioned rocking bridge piers with external replaceable dissipaters", Earthq. Eng. Struct. D., 38(3), 331-354. https://doi.org/10.1002/eqe.857. DOI |
26 | Ping, X., Jia, L. J., Ke, K., Chen, Y. and Ge, H.B. (2017), "Ductile cracking simulation of uncracked high strength steel using an energy approach", J. Constr. Steel Res., 138, 117-130. https://doi.org/10.1016/j.jcsr.2017.07.002. DOI |
27 | Morgen, B.G. and Kurama, Y.C. (2007), "Seismic design of friction-damped precast concrete frame structures", J. Struct. Eng., 133(11), 1501-1511. https://doi.org/10.1061/(ASCE)0733-9445(2007)133:11(1501). DOI |
28 | Nikoukalam, M. and Dolatshahi, K.M. (2015), "Development of structural shear fuse in moment resisting frames", J. Constr. Steel Res., 114, 349-361. https://doi.org/10.1016/j.jcsr.2015.08.008 DOI |
29 | Oktavianus, Y., Goldsworthy, H.M., Gad, E. and Fernando, S. (2019), "The influence of key design parameters on the cyclic axial behavior of innovative replaceable buckling restrained fuses (RBRFs)", J. Earthq. Eng., 23(7), 1092-1114. https://doi.org/10.1080/13632469.2017.1351410. DOI |
30 | Pampanin, S. (2005), "Emerging solutions for high seismic performance of precast/prestressed concrete buildings", J. Adv. Concr. Technol., 3(2), 207-223. https://doi.org/10.3151/jact.3.207. DOI |
31 | Sarti, F., Smith, T., Palermo, A., Pampanin, S. and Carradine, D. (2013), "Experimental and analytical study of replaceable buckling-restrained fused-type (BRF) mild steel dissipaters", New Zealand Society for Earthquake Engineering Annual Conference, Wellington, New Zealand. |
32 | Xiang, P., Shi, M., Jia, L.J., Wu, M. and Wang, C.L. (2017), "Constitutive model of aluminum under variable-amplitude cyclic loading and its application to buckling-restrained braces", J. Mater. Civ. Eng., 30(3), 04017304. https://doi.org/10.1061/(ASCE)MT.1943-5533.0002183. DOI |
33 | Wada, A., Huang, Y.H. and Iwata, M. (2000), "Passive damping technology for buildings in Japan", Prog. Struct. Eng. Mat., 2(3), 335-350. https://doi.org/10.1002/1528-2716(200007/09)2:3<335::AID-PSE40>3.0.CO;2-A. DOI |
34 | Wang, C.L., Quan, C., Zeng, B. and Meng, S. (2017), "A novel brace with partial buckling restraint: An experimental and numerical investigation", Eng. Struct., 150, 190-202. https://doi.org/10.1016/j.engstruct.2017.06.031. DOI |
35 | White, S.L. (2014). "Controlled damage rocking systems for accelerated bridge construction", M.S. Thesis; University of Canterbury, Christchurch, New Zealand. |
36 | ABAQUS (2013), ABAQUS/Analysis User's Manual-version 6.13. Inc., Pawtucket, Rhode Island. |