Fundamental period estimation of steel frames equipped with steel panel walls |
Jiang, Liqiang
(School of Civil Engineering, Central South University)
Zhang, Xingshuo (School of Civil Engineering, Central South University) Jiang, Lizhong (School of Civil Engineering, Central South University) He, Chang (School of Civil Engineering, Central South University) Ye, Jihong (Xuzhou Key Laboratory for Fire Safety of Engineering Structures, China University of Mining and Technology) Ran, Yu (China Academy of Building Research) |
1 | Bhowmick, A.K., Grondin, G.Y. and Driver, R.G. (2011), "Estimating fundamental periods of steel plate shear walls", Eng. Struct., 33(6), 1883-1893. https://doi.org/10.1016/j.engstruct.2011.02.010. DOI |
2 | Chrysanthakopoulos, C., Bazeos, N. and Beskos, D.E. (2006), "Approximate formulae for natural periods of plane steel frames", J. Const. Steel. Res., 62(6), 592-604. https://doi.org/10.1016/j.jcsr.2005.09.005. DOI |
3 | Clayton, P.M., Berman, J.W. and Lowes, L.N. (2015), "Seismic performance of self-centering steel plate shear walls with beam-only-connected web plates", J. Const. Steel. Res., 106, 198-208. https://doi.org/10.1016/j.jcsr.2014.12.017. DOI |
4 | Cortes, G. and Liu, J. (2011), "Experimental evaluation of steel slit panel-frames for seismic resistance", J. Const. Steel. Res., 67(2), 181-191. https://doi.org/10.1016/j.jcsr.2010.08.002. DOI |
5 | Driver, R.G., Kulak, G.L., Kennedy, D.L. and Elwi, A.E. (1998), "Cyclic test of four-story steel plate shear wall", J. Struct. Eng., 124(2), 112-120. https://doi.org/10.1061/(ASCE)0733-9445(1998)124:2(112). DOI |
6 | Dunkerley, S. (1894), "On the whirling and vibration of shafts", Philos. Tran. R. Soc. London A, 185, 279-360. https://doi.org/10.1098/rsta.1894.0008. DOI |
7 | Adeli, H. (1985), "Approximate formulae for period of vibrations of building systems", Civil Eng. Pract. Des. Eng., 4(1), 93-128. |
8 | Goel, R.K. and Chopra, A.K. (1997), "Period formulas for moment-resisting frame buildings", J. Struct. Eng., 123(11), 1454-1461. https://doi.org/10.1061/(ASCE)0733-9445(1997)123:11(1454). DOI |
9 | Aninthaneni, P.K. and Dhakal, R.P. (2016), "Prediction of fundamental period of regular frame buildings", Bull. NZ Soc. Earthq. Eng., 49(2) 175-189. https://doi.org/10.5459/bnzsee.49.2.175-189. DOI |
10 | Caccese, V., Elgaaly, M. and Chen, R. (1993), "Experimental study of thin steel-plate shear walls under cyclic load", J. Struct. Eng., 119(2), 573-587. https://doi.org/10.1061/(ASCE)0733-9445(1993)119:2(573). DOI |
11 | AISC 341-10 (2010), Seismic Provisions for Structural Steel buildings, American Institute for Steel Construction, Chicago, IL. |
12 | Al-Aasam, H.S. and Mandal, P. (2012), "Simplified procedure to calculate by hand the fundamental periods of semirigid steel frames", J. Struct. Eng., 139(6), 1082-1087. DOI |
13 | Aninthaneni, P.K. and Dhakal, R. (2017a), "Prediction of lateral stiffness and fundamental period of concentrically braced frame buildings", Bull. Earthq. Eng., 15(7), 3053-3082. https://doi.org/10.1007/s10518-016-0081-7. DOI |
14 | ANSYS (2002), Programmer's Guide, ANSYS. Inc. |
15 | Kose, M.M. (2009), "Parameters affecting the fundamental period of RC buildings with infill walls", Eng. Struct., 31(1), 93-102. https://doi.org/10.1016/j.engstruct.2008.07.017. DOI |
16 | Kusyilmaz, A. and Topkaya, C. (2015), "Fundamental Periods of Steel Eccentrically Braced Frames", Struct. Des. Tall. Spec., 24(2), 123-140. https://doi.org/10.1002/tal.1157. DOI |
17 | Topkaya, C. and Atasoy, M. (2009), "Lateral Stiffness of Steel Plate Shear Wall Systems", Thin Wall. Struct., 47(8-9), 827-835. https://doi.org/10.1016/j.tws.2009.03.006. DOI |
18 | Young, K. and Adeli, H. (2014), "Fundamental period of irregular moment-resisting steel frame structures", Struct. Des. Tall. Spec., 23(15), 1141-1157. https://doi.org/10.1002/tal.1112. DOI |
19 | Pan, T.C., Goh, K.S. and Megawati, K. (2014), "Empirical relationships between fundamental vibration period and height of buildings in Singapore", Earthq. Eng. Struct. D., 43(3), 449-465. https://doi.org/10.1002/eqe.2356. DOI |
20 | Sabourighomi, S., Ventura, C.E. and Kharrazi, M.H. (2005), "Shear analysis and design of ductile steel plate walls", J. Struct. Eng., 131(6), 878-889. https://doi.org/10.1061/(ASCE)0733-9445(2005)131:6(878). DOI |
21 | Topkaya, C. and Kurban, C.O. (2009), "Natural Periods of Steel Plate Shear Wall Systems", J. Const. Steel. Res., 65(3), 542-551. https://doi.org/10.1016/j.jcsr.2008.03.006. DOI |
22 | Wang, Q. and Wang, L.Y. (2005), "Estimating periods of vibration of buildings with coupled shear walls", J. Struct. Eng., 131(12), 1931-1935. https://doi.org/10.1061/(ASCE)0733-9445(2005)131:12(1931). DOI |
23 | Wei, M., Liew, J.Y., Yong, D. and Fu, X. (2017), "Experimental and numerical investigation of novel partially connected steel plate shear walls", J. Const. Steel. Res., 132, 1-15. https://doi.org/10.1016/j.jcsr.2017.01.013. DOI |
24 | Hu, Y., Zhao, J. and Jiang, L. (2017), "Seismic risk assessment of steel frames equipped with steel panel wall", Struct. Des. Tall. Spec., 26(10), e1368. https://doi.org/10.1002/tal.1368. DOI |
25 | Young, K. and Adeli, H. (2016), "Fundamental period of irregular eccentrically braced tall steel frame structures", J. Const. Steel. Res., 120, 199-205. https://doi.org/10.1016/j.jcsr.2016.01.001. DOI |
26 | NBCC (2005), National Building Code of Canada, 12th Edition, Canadian Commission on Building and Fire Codes, National Research Council of Canada, Ottawa. |
27 | Gunaydin, E. and Topkaya, C. (2013), "Fundamental periods of steel concentrically braced frames designed to Eurocode 8", Earthq. Eng. Struct. D., 42(10), 1415-1433. https://doi.org/10.1002/eqe.2279. DOI |
28 | Guo, L., Rong, Q., Ma, X. and Zhang, S. (2011), "Behavior of steel plate shear wall connected to frame beams only", Int. J. Steel. Struct., 11(4), 467-479. https://doi.org/10.1007/s13296-011-4006-7. DOI |
29 | Hatzigeorgiou, G.D. and Kanapitsas, G. (2013), "Evaluation of fundamental period of low-rise and mid-rise reinforced concrete buildings", Earthq. Eng. Struct. D., 42(11), 1599-1616. https://doi.org/10.1002/eqe.2289. DOI |
30 | Jiang, L. and Ye, J. (2019), "Redundancy of a mid-rise CFS composite shear wall building based on seismic response sensitivity analysis", Eng. Struct., 200, 109647. https://doi.org/10.1016/j.engstruct.2019.109647. DOI |
31 | Jiang, L., Hong, Z. and Hu, Y. (2018), "Effects of various uncertainties on seismic risk of steel frame equipped with steel panel wall", Bull. Earthq. Eng., 16(12), 5995-6012. https://doi.org/10.1007/s10518-018-0423-8. DOI |
32 | Jiang, L., Jiang, L., Ye, J. and Zheng, H. (2020b), "Macroscopic modelling of steel frames equipped with bolt-connected reinforced concrete panel wall", Eng. Struct., 213, 110549. https://doi.org/10.1016/j.engstruct.2020.110549. DOI |
33 | Eurocode 8 (2003), Design of Structures for Earthquake Resistance. Part 1: General Rules, Seismic Actions and Rules for Buildings. Brussels. |
34 | Jiang, R., Jiang, L., Hu, Y., Ye, J. and Zhou, L. (2020c), "A simplified method for estimating the fundamental period of masonry infilled reinforced concrete frames", Struct. Eng. Mech., 74(6), 821-832. http://dx.doi.org/10.12989/sem.2020.74.6.821. DOI |
35 | Zhang, W., Chen, Y., Kou, W. and Du, X. L. (2018), "Simplified calculation method for the fundamental period of floating cable-stayed bridge", Arch. Appl. Mech., 88(3), 329-339. https://doi.org/10.1007/s00419-017-1311-4. DOI |
36 | Jiang, L., Zheng, H. and Hu, Y. (2017), "Experimental seismic performance of steel- and composite steel-panel wall strengthened steel frames", Arch. Civil. Mech. Eng., 17(3), 520-534. https://doi.org/10.1016/j.acme.2016.11.007. DOI |
37 | Bernuzzi, C., Gobetti, A., Gabbianelli, G. and Simoncelli, M. (2015), "Simplified approaches to design medium-rise unbraced steel storage pallet racks. II: Fundamental period estimates", J. Struct. Eng., 141(11), 04015037. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001278. DOI |
38 | Jiang, L., Jiang, L., Hu, Y., Ye, J. and Zheng, H. (2020a), "Seismic life-cycle cost assessment of steel frames equipped with steel panel walls", Eng. Struct., 211, 110399. https://doi.org/10.1016/j.engstruct.2020.110399. DOI |
39 | GB 50009 (2012), Load Code for the Design of Building Structures, Beijing, China. |
40 | Liu, S., Warn, G.P. and Berman, J.W. (2012), "Estimating fundamental periods of steel plate shear wall frames", J. Struct. Eng., 139(1), 155-161. https://doi.org/10.1016/j.engstruct.2011.02.010. DOI |
41 | Berman, J.W. (2011), "Seismic behavior of code designed steel plate shear walls", Eng. Struct., 33(1), 230-244. https://doi.org/10.1016/j.engstruct.2010.10.015. DOI |
42 | ASCE 7-10 (2010), Minimum Design Loads for Buildings and other Structures, American Society of Civil Engineers, Reston, USA. |
43 | Astaneh-Asl, A. (2001), "Seismic behavior and design of steel shear walls", Steel TIPS Rep., Structural Steel Educational Council, Moraga, CA. |
44 | Bernuzzi, C., Rodigari, D. and Simoncelli, M. (2019), "Post-earthquake damage assessment of moment resisting steel frames", Ing. Sismica, 36(4), 35-55. |
45 | Asteris, P.G., Repapis, C.C., Cavaleri, L., Sarhosis, V. and Athanasopoulou, A. (2015), "On the fundamental period of infilled RC frame buildings", Struct. Eng. Mech., 54(6), 1175-1200. https://doi.org/10.12989/sem.2015.54.6.1175. DOI |
46 | Asteris, P.G., Repapis, C.C., Foskolos, F., Fotos, A. and Tsaris, A. K. (2017a), "Fundamental period of infilled RC frame structures with vertical irregularity", Struct. Eng. Mech., 61(5), 663-674. https://doi.org/10.12989/sem.2017.61.5.663. DOI |
47 | Asteris, P.G., Repapis, C.C., Repapi, E.V. and Cavaleri, L. (2017b), "Fundamental period of infilled reinforced concrete frame structures", Struct. Infrastr. Eng., 13(7), 929-941. https://doi.org/10.1080/15732479.2016.1227341. DOI |
48 | Beiraghi, H. (2017), "Fundamental period of masonry infilled moment-resisting steel frame buildings", Struct. Des. Tall. Spec., 26(5), e1342. https://doi.org/10.1002/tal.1342. DOI |
49 | Fathy, E. (2020), "Seismic assessment of thin steel plate shear walls with outrigger system", Struct. Eng. Mech., 74(2), 267-282. http://doi.org/10.12989/sem.2020.74.2.267. DOI |
50 | Ghazanfarah, H., Aiman, M., Ghasan, D. and Ghyslaine, M. (2014), "Predicting the fundamental period of light-frame wood buildings", J. Perform. Constr. Facil., 28(6), 1082-1087. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000519. DOI |