1 |
.Yoshino, T. and Karino, Y. (1971), "Experimental study on shear wall with braces: Part 2. Summaries of technical papers of annual meeting", Architect. Inst. Japan, Struct. Eng. Section, 11, 403-404.
|
2 |
Zub, C., Stratan, A. and Dubina, D. (2020), "Prequalification of a set of buckling restrained braces: Part II - numerical simulations", Steel Compos. Struct., 34(4), 561-580. https://doi.org/10.12989/scs.2020.34.4.561.
DOI
|
3 |
Kazemi, M., Hajforoush, M., Talebi, P.K., Daneshfar, M., Shokrgozar, A., Jahandari, S., Saberian, M. and Li, J. (2020a), "In-situ strength estimation of polypropylene fibre reinforced recycled aggregate concrete using Schmidt rebound hammer and point load test", J. Sustainable Cement-Based Materials, 1-18. https://doi.org/10.1080/21650373.2020.1734983.
|
4 |
Kazemi, M., Li, J., Lahouti Harehdasht, S., Yousefieh, N., Jahandari, S. and Saberian, M. (2020b), "Non-linear behaviour of concrete beams reinforced with GFRP and CFRP bars grouted in sleeves", Structures, 23, 87-102. https://doi.org/10.1016/j.istruc.2019.10.013.
DOI
|
5 |
Kim, J., Choi, H. and Chung, L. (2004), "Energy-based seismic design of structures with buckling-restrained braces", Steel Compos. Struct., 4(6), 437-452. https://doi.org/10.12989/scs.2004.4.6.437.
DOI
|
6 |
Maalek, S., Heidary-Torkamani, H., Pirooz, M. and Naeeni, S.T.O. (2019), "Numerical investigation of cyclic performance of frames equipped with tube-in-tube buckling restrained braces", Steel Compos. Struct., 30(3), 201-215. https://doi.org/10.12989/scs.2019.30.3.201.
DOI
|
7 |
Mete Guneyisi, E., Tunca, O. and Azez, I. (2015), "Nonlinear dynamic response of reinforced concrete building retrofitted with buckling restrained braces", Earthq. Struct., 8(6), 1349-1362. https://doi.org/10.12989/eas.2015.8.6.1349.
DOI
|
8 |
Fanaie, N. and Dizaj, E. (2014), "Response modification factor of the frames braced with reduced yielding segment BRB", Struct. Eng. Mech., 50(1), 1-17. http://dx.doi.org/10.12989/sem.2014.50.1.001
DOI
|
9 |
Mirtaheri, M., Gheidi, A., Zandi, A.P., Alanjari, P. and Samani, H.R. (2011), "Experimental optimization studies on steel core lengths in buckling restrained braces", J. Constr. Steel Res., 67(8), 1244-1253. https://doi.org/10.1016/j.jcsr.2011.03.004.
DOI
|
10 |
Mohammadi, M., Kafi, M.A. and Kheyroddin, A. (2017), Innovative composite buckling-restrained structural fuse (CBRF) with different capacity in tension and compression, Patent Number: 91536, Iranian organization for registration of deeds and properties.
|
11 |
.FEMA356 (2000), Prestandard and Commentary for the Seismic Rehabilitation of Buildings, Washington, DC.: Federal Emergency Management Agency.
|
12 |
Fujimoto, M., Wada, A., Saeki, E., Watanabe, A. and Hitomi, Y. (1988), "A study on the unbonded brace encased in buckling restraining concrete and steel tube", J. Struct. Constr. Eng., 249-258.
DOI
|
13 |
Genna, F. and Gelfi, P. (2012), "Analysis of the lateral thrust in bolted steel buckling-restrained braces. I: Experimental and numerical results", J. Struct. Eng., 138(10), 1231-1243. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000558.
DOI
|
14 |
Gorji Azandariani, M., Abdolmaleki, H. and Gorji Azandariani, A. (2020a), "Numerical and analytical investigation of cyclic behavior of steel ring dampers (SRDs)", Thin-Wall. Struct., 151, 106751. https://doi.org/10.1016/j.tws.2020.106751.
DOI
|
15 |
Abdel Raheem, S. and Hayashikawa, T. (2013) "Energy dissipation system for earthquake protection of cable-stayed bridge towers", Earthq. Struct., 5(6), 657-678. https://doi.org/10.12989/eas.2013.5.6.657.
DOI
|
16 |
AISC341 (2016), ANSI/AISC 341-16, Seismic Provisions for Structural Steel Buildings, United States of America, Chicago: American Institute of Steel Construction.
|
17 |
AISC360 (2016), ANSI/AISC 360-16, Specification for Structural Steel Buildings, United States of America, Chicago: American Institute of Steel Construction.
|
18 |
Rashidi, M., Ghodrat, M., Samali, B. and Mohammadi, M. (2018), 'Decision Support Systems' in Management of information systems IntechOpen.
|
19 |
Rahai, A.R. and Mortazavi, M. (2014), "Experimental and numerical study on the effect of core shape and concrete cover length on the behavior of BRBs", Int. J. Civil Eng., 12(4), 379-395.
|
20 |
Rasekh, H., Joshaghani, A., Jahandari, S., Aslani, F. and Ghodrat, M. (2020), '2 - Rheology and workability of SCC' in Siddique, R., ed., Self-Compacting Concrete: Materials, Properties and Applications Woodhead Publishing, 31-63.
|
21 |
Razavi Tabatabaei, S.A., Mirghaderi, S.R. and Hosseini, A. (2014), "Experimental and numerical developing of reduced length buckling-restrained braces", Eng. Struct., 77, 143-160. https://doi.org/10.1016/j.engstruct.2014.07.034.
DOI
|
22 |
Saberian, M., Jahandari, S., Li, J. and Zivari, F. (2017), "Effect of curing, capillary action, and groundwater level increment on geotechnical properties of lime concrete: Experimental and prediction studies", J. Rock Mech. Geotech. Eng., 9(4), 638-647. https://doi.org/10.1016/j.jrmge.2017.01.004.
DOI
|
23 |
Skinner, R.I., Tyler, R.G., Heine, A.J. and Robinson, W.H. (1980), "Hysteretic dampers for the protection of structures from earthquakes", Bulletin Of The New Zealand National Society For Earthquake Engineering, 13(1), 22-36.
DOI
|
24 |
Grigorian, C.E., Yang, T.S. and Popov, E.P. (1993), "Slotted Bolted Connection Energy Dissipators", Earthq. Spectra, 9(3), 491-504.
DOI
|
25 |
Mohammadi, M., Kafi, M.A., Kheyroddin, A. and Ronagh, H.R. (2018a), 'Experimental Study of Innovative Composite Buckling-Restrained Fuse for Concentrically Braced Frames Under Cyclic Load', in ASEA-SEC 04, Queensland, Australia, ISEC Press.
|
26 |
Jiang, Z.Q., Dou, C., Guo, Y.L. and Zhang, A.L. (2017), "Theoretical study on design methods for pinned assembled BRB with flat core", Eng. Struct., 133, 1-13. https://doi.org/10.1016/j.engstruct.2016.12.004.
DOI
|
27 |
Gorji Azandariani, M., Gorji Azandariani, A. and Abdolmaleki, H. (2020b), "Cyclic behavior of an energy dissipation system with steel dual-ring dampers (SDRDs)", J. Constr. Steel Res., 172, 106145. https://doi.org/10.1016/j.jcsr.2020.106145.
DOI
|
28 |
Haji, M., Naderpour, H. and Kheyroddin, A. (2019), "Experimental study on influence of proposed FRP-strengthening techniques on RC circular short columns considering different types of damage index", Compos.Struct., 209, 112-128. https://doi.org/10.1016/j.compstruct.2018.10.088.
DOI
|
29 |
Hashin, Z. and Rotem, A. (1978), "A cumulative damage theory of fatigue failure", Mater. Sci. Eng., 34(2), 147-160.
DOI
|
30 |
Hoveidae, N. (2018), "Numerical investigation of seismic response of hybrid buckling restrained braced frames", Periodica Polytechnica Civil Engineering, 63(1). https://doi.org/10.3311/PPci.12040.
|
31 |
Jiang, Z., Guo, Y., Zhang, B. and Zhang, X. (2015), "Influence of design parameters of buckling-restrained brace on its performance", J. Constr. Steel Res., 105, 139-150. https://doi.org/10.1016/j.jcsr.2014.10.024.
DOI
|
32 |
Andalib, Z., Kafi, M.A., Kheyroddin, A. and Bazzaz, M. (2014), "Experimental investigation of the ductility and performance of steel rings constructed from plates", J. Constr. Steel Res., 103, 77-88. https://doi.org/10.1016/j.jcsr.2014.07.016.
DOI
|
33 |
Stratan, A., Zub, C. and Dubina, D. (2020), "Prequalification of a set of buckling restrained braces: Part I - experimental tests", Steel Compos. Struct., 34(4), 547-559. https://doi.org/10.12989/scs.2020.34.4.547.
DOI
|
34 |
Takeuchi, T., Ida, M., Yamada, S. and Suzuki, K. (2008), "Estimation of Cumulative Deformation Capacity of Buckling Restrained Braces", J. Struct. Eng., 134(5), 822-831. https://doi.org/10.1061/(ASCE)0733-9445(2008)134:5(822).
DOI
|
35 |
Hoveidae, N., Tremblay, R., Rafezy, B. and Davaran, A. (2015), "Numerical investigation of seismic behavior of short-core all-steel buckling restrained braces", J. Constr. Steel Res., 114, 89-99. https://doi.org/10.1016/j.jcsr.2015.06.005.
DOI
|
36 |
Jahandari, S., Li, J., Saberian, M. and Shahsavarigoughari, M. (2017), "Experimental study of the effects of geogrids on elasticity modulus, brittleness, strength, and stress-strain behavior of lime stabilized kaolinitic clay", Geo Res J, 13, 49-58. https://doi.org/10.1016/j.grj.2017.02.001.
|
37 |
Jahandari, S., Mojtahedi, S.F., Zivari, F., Jafari, M., Mahmoudi, M.R., Shokrgozar, A., Kharazmi, S., Vosough Hosseini, B., Rezvani, S. and Jalalifar, H. (2020), "The impact of long-term curing period on the mechanical features of lime-geogrid treated soils", Geomech. Geoeng., 1-13. https://doi.org/10.1080/17486025.2020.1739753.
|
38 |
Jahandari, S., Saberian, M., Tao, Z., Mojtahedi, S.F., Li, J., Ghasemi, M., Rezvani, S.S. and Li, W. (2019a), "Effects of saturation degrees, freezing-thawing, and curing on geotechnical properties of lime and lime-cement concretes", Cold Regions Sci. Technol., 160, 242-251. https://doi.org/10.1016/j.coldregions.2019.02.011.
DOI
|
39 |
Jahandari, S., Saberian, M., Zivari, F., Li, J., Ghasemi, M. and Vali, R. (2019b), "Experimental study of the effects of curing time on geotechnical properties of stabilized clay with lime and geogrid", Int. J. Geotech. Eng., 13(2), 172-183. https://doi.org/10.1080/19386362.2017.1329259.
DOI
|
40 |
Jahandari, S., Toufigh, M.M., Li, J. and Saberian, M. (2018), "Laboratory study of the effect of degrees of saturation on lime concrete resistance due to the groundwater level increment", Geotech. Geological Eng., 36(1), 413-424. https://doi.org/10.1007/s10706-017-0335-4.
DOI
|
41 |
Bahirai, M. and Gerami, M. (2019), "An experimental and numerical investigation on seismic retrofit of steel moment frame connections", J. Earthq. Eng., 1-21. https://doi.org/10.1080/13632469.2019.1616336.
|
42 |
Andalib, Z., Kafi, M.A., Kheyroddin, A., Bazzaz, M. and Momenzadeh, S. (2018), "Numerical evaluation of ductility and energy absorption of steel rings constructed from plates", Eng. Struct., 169, 94-106. https://doi.org/10.1016/j.engstruct.2018.05.034.
DOI
|
43 |
ASTM-E8 (2016), ASTM E8/E8M-16a, Standard Test Methods for Tension Testing of Metallic Materials, West Conshohocken, PA.
|
44 |
ATC24 (1992) Guidelines for cyclic seismic testing of components of steel structures, Redwood City, Calif.: Applied Technology Council.
|
45 |
Bazzaz, M., Andalib, Z., Kafi, M.A. and Kheyroddin, A. (2015a), "Evaluating the performance of OBS-C-O in steel frames under monotonic load", Earthq. Struct., 8(3), 697-710. http://dx.doi.org/10.12989/eas.2015.8.3.697
|
46 |
Tremblay, R., Poncet, L., Bolduc, P., Neville, R. and DeVall, R. (2004), "Testing and design of buckling restrained braces for Canadian application", Proceedings of the 13th World Conference on Earthquake Engineering, Vancouver, B.C., Canada, August 1-6.
|
47 |
Toghroli, A., Mehrabi, P., Shariati, M., Trung, N.T., Jahandari, S. and Rasekh, H. (2020), "Evaluating the use of recycled concrete aggregate and pozzolanic additives in fiber-reinforced pervious concrete with industrial and recycled fibers", Constr. Build. Mater., 252, 118997. https://doi.org/10.1016/j.conbuildmat.2020.118997.
DOI
|
48 |
Tremblay, R., Bolduc, P., Neville, R. and DeVall, R. (2006), "Seismic testing and performance of buckling-restrained bracing systems", Can. J. Civil Eng., 33(2), 183-198.
DOI
|
49 |
Tremblay, R., Bolduc, P., Neville, R. and DeVall, R. (2006), "Seismic testing and performance of buckling restrained bracing systems", Can. J. Civil Eng., 33, 183-198. https://doi.org/10.1139/l05-103.
DOI
|
50 |
.Bazzaz, M., Andalib, Z., Kafi, M.A. and Kheyroddin, A. (2015b), "Numerical comparison of the seismic performance of steel rings in off-centre bracing system and diagonal bracing system", Steel Compos. Struct., 19(4), 917-937. http://dx.doi.org/10.12989/scs.2015.19.4.917.
DOI
|
51 |
Bazzaz, M., Kheyroddin, A., Kafi, M.A. and Andalib, Z. (2012), "Evaluation of the seismic performance of off-centre bracing system with ductile element in steel frames", Steel Compos. Struct., 12(5), 445-464. http://dx.doi.org/10.12989/scs.2012.12.5.445.
DOI
|
52 |
Bergami, A. and Nuti, C. (2013), "A design procedure of dissipative braces for seismic upgrading structures", Earthq. Struct., 4, 85-105.
DOI
|
53 |
Bonetti, S. (2008), Ductile fuses for special concentrically braced frames, unpublished thesis (Doctor of Philosophy), University of Kansas.
|
54 |
Bruneau, M., Uang, C.M. and Sabelli, R. (2011), Ductile Design of Steel Structures, 2nd Ed., McGraw-Hill Education.
|
55 |
Usefi, N., Ronagh, H. and Mohammadi, M. (2018), "Finite element analysis of hybrid cold-formed steel shear wall panels", in ASEA-SEC04, Queensland, Australia.
|
56 |
Tsai, K.C., Chen, H.W., Hong, C.P. and Su, Y.F. (1993), "Design of steel triangular plate energy absorbers for seismic-resistant construction", Earthq. Spectra, 9(3), 505-528. https://doi.org/10.1193/1.1585727.
DOI
|
57 |
Tsai, K.C. and Weng, C.H. (2002), Experimental responses of double-tube unbonded brace elements and connections, National Taiwan University.
|
58 |
Uriz, P. (2008), Toward earthquake-resistant design of concentrically braced steel-frame structures, Berkeley, Calif.: Pacific Earthquake Engineering Research Center.
|
59 |
Usefi, N., Ronagh, H. and Sharafi, P. (2020), "Lateral performance of a new hybrid CFS shear wall panel for mid-rise construction", J. Constr. Steel Res., 168, 106000. https://doi.org/10.1016/j.jcsr.2020.106000.
DOI
|
60 |
Watanabe, A., Hitomi, Y., Saeki, E., Wada, A. and Fujimoto, M. (1988), "Properties of brace encased in buckling-restraining concrete and steel tube", Proceedings of the 9th world conference on earthquake engineering, Tokyo-Kyoto, Japan.
|
61 |
Xie, Q. (2005), "State of the art of buckling-restrained braces in Asia", J. Constr. Steel Res., 61(6), 727-748.
DOI
|
62 |
Xu, L., Fan, X., Lu, D. and Li, Z. (2016), "Hysteretic behavior studies of self-centering energy dissipation bracing system", Steel Compos. Struct., 20(6), 1205-1219. http://dx.doi.org/10.12989/scs.2016.20.6.1205
DOI
|
63 |
.Craighead, G. (2009), 'Chapter 1 - High-Rise Building Definition, Development, and Use' in High-Rise Security and Fire Life Safety (Third Edition), Boston: Butterworth-Heinemann, 1-26.
|
64 |
Jurukovski, D., Petkovski, M. and Rakicevic, Z. (1995), "Energy absorbing in regular and composite steel frame structures", Eng. Struct., 17, 319-333.
DOI
|
65 |
Kachooee, A. and Kafi, M.A. (2018), "A suggested method for improving post buckling behavior of concentric braces based on experimental and numerical studies", Structures, 14, 333-347. https://doi.org/10.1016/j.istruc.2018.04.003.
DOI
|
66 |
Karalis, A. and Stylianidis, K. (2013), "Experimental investigation of existing R/C frames strengthened by high dissipation steel link elements", Earthq. Struct., 5(2), 143-160. https://doi.org/10.12989/eas.2013.5.2.143.
DOI
|
67 |
Budynas, R.G., Nisbett, J.K. and Shigley, J.E. (2011), Shigley's mechanical engineering design, 9th Ed., New York: McGraw-Hill.
|
68 |
Calado, L., Proenca, J., Espinha, M. and Castiglioni, C. (2013) "Hysteretic behavior of dissipative welded fuses for earthquake resistant composite steel and concrete frames", Steel Compos. Struct., 14(6), 547-569. http://dx.doi.org/10.12989/scs.2013.14.6.547.
DOI
|
69 |
Deihim, M. and Kafi, M.A. (2017), "A parametric study into the new design of a steel energy-absorbing connection", Eng. Struct., 145, 22-33. https://doi.org/10.1016/j.engstruct.2017.04.056.
DOI
|
70 |
DIN17100 (1980), DIN 17100, Steels for general structural purposes-Quality Standard.
|
71 |
Dizaj, E., Fanaie, N. and Zarifpour, A. (2017), "Probabilistic seismic demand assessment of steel frames braced with reduced yielding segment buckling restrained braces", Adv. Struct. Eng., 21(7), 1002-1020. https://doi.org/10.1177/1369433217737115.
DOI
|
72 |
Dougka, Y., Dimakogianni, D. and Vayas, I. (2014), "Seismic behavior of frames with innovative energy dissipation systems (FUSEIS 1-1)", Earthq. Struct., 6(5), 561-580. https://doi.org/10.12989/eas.2014.6.5.561.
DOI
|
73 |
EERI. (1995), "Northridge Earthquake Reconnaissance Report. Vol. 1.", Earthq. Spectra, supplement C to vol. 11.
|
74 |
Engelhardt, M.D. and Sabol, T.A. (1995), Testing of welded steel moment connections in response to the northridge earthquake: Progress Report to the AISC Advisory Committee on Special Moment-Resisting Frame Research.
|
75 |
Pall, A.S. and Marsh, C. (1982), "Response of Friction Damped Braced Frames", J. Struct. Division, 108(6), 1313-1323.
DOI
|
76 |
Mohammadi, M., Kafi, M.A., Kheyroddin, A. and Ronagh, H.R. (2019), "Experimental and numerical investigation of an innovative buckling-restrained fuse under cyclic loading", Structures, 22, 186-199. https://doi.org/10.1016/j.istruc.2019.07.014.
DOI
|
77 |
Mohammadi, M., Kafi, M.A., Kheyroddin, A., Ronagh, H.R. and Rashidi, M. (2018b), "Experimental and numerical investigation of innovative composite buckling-restrained fuse", in ACMSM25, Brisbane, Australia, springer.
|
78 |
Engelhardt, M.D. and Sabol, T.A. (1998), "Reinforcing of steel moment connections with cover plates: benefits and limitations", Eng. Struct., 20(4-6), 510-520. https://doi.org/10.1016/S0141-0296(97)00038-2.
DOI
|
79 |
Mualla, I.H. and Belev, B. (2002), "Performance of steel frames with a new friction damper device under earthquake excitation", Eng. Struct., 24(3), 365-371. https://doi.org/10.1016/S0141-0296(01)00102-X.
DOI
|
80 |
Ozcelik, R., Dikiciasik, Y., Civelek, K.B., Erdil, E.F. and Erdal, F. (2020) "Design of buckling restrained braces with composite technique", Steel Compos. Struct., 35(5), 687-699. https://doi.org/10.12989/scs.2020.35.5.687.
DOI
|
81 |
Pandikkadavath, M.S. and Sahoo, D.R. (2016a), "Analytical investigation on cyclic response of buckling-restrained braces with short yielding core segments", Int. J. Steel Struct., 16, 1273-1285. https://doi.org/10.1007/s13296-016-0083-y.
DOI
|
82 |
Pandikkadavath, M.S. and Sahoo, D.R. (2016b), "Cyclic testing of short-length buckling-restrained braces with detachable casings", Earthq. Struct., 10(3), 699-716. http://dx.doi.org/10.12989/eas.2016.10.3.699.
DOI
|
83 |
Pandikkadavath, M.S. and Sahoo, D.R. (2017), "Mitigation of seismic drift response of braced frames using short yielding-core BRBs", Steel Compos. Struct., 23(3), 285-302. https://doi.org/10.12989/scs.2017.23.3.285.
DOI
|
84 |
Park, J., Lee, J. and Kim, J. (2012), "Cyclic test of buckling restrained braces composed of square steel rods and steel tube", Steel Compos. Struct., 13(5), 423-436. https://doi.org/10.12989/scs.2012.13.5.423.
DOI
|