1 |
Fiorillo, G. and Ghosn, M. (2015), "Application of influence lines for the ultimate capacity of beams under moving loads", Eng. Struct., 103, 125-133. https://doi.org/10.1016/j.engstruct.2015.09.003.
DOI
|
2 |
Zhu, S., Chen, Z., Cai, Q., Lei, Y. and Chen, B. (2014), "Locate damage in long-span bridges based on stress influence lines and information fusion technique", Adv. Struct. Eng., 17(8), 1089-1102. https://doi.org/10.1260/1369-4332.17.8.1089
DOI
|
3 |
Karnovsky, I.A. and Lebed, O. (2010), Advanced Method of Structural Analysis, Springer.
|
4 |
Belegundu, A. (1988), "The adjoint method for determining influence lines", Comput. Struct., 29(2), 345-350. https://doi.org/10.1016/0045-7949(88)90269-6.
DOI
|
5 |
Chen, Z.W., Cai, Q.L. and Zhu, S. (2018), "Damage quantification of beam structures using deflection influence lines", Struct. Control Hlth. Monit., 25(11), e2242. https://doi.org/10.1002/stc.2242.
DOI
|
6 |
Dowell, R.K. (2009), "Closed-form moment solution for continuous beams and bridge structures", Eng. Struct., 31(8), 1880-1887. https://doi.org/10.1016/j.engstruct.2009.03.012.
DOI
|
7 |
Ghali, A., Neville, A.M. and Brown, T.G. (2009), Structural Analysis A Unified Classical and Matrix Approach, Taylor and Francis.
|
8 |
Hirachan, J. (2006), Development of Experimental Influence Lines for Bridges, University of Delaware, United States.
|
9 |
Buckley, E. (1997), "Basic influence line equations for continuous beams and rigid frames", J. Struct. Eng., 123(10), 1416-1420.
DOI
|
10 |
Catbas, F.N., Zaurin, R., Gul, M. and Gokce, H.B. (2012), "Sensor networks, computer imaging, and unit influence lines for structural health monitoring: case study for bridge load rating", J. Bridge Eng., 17(4), 662-670. https://doi.org/10.1061/(asce)be.1943-5592.0000288.
DOI
|
11 |
Chen, Z.W., Cai, Q.L., Lei, Y. and Zhu, S.Y. (2014), "Damage detection of long-span bridges using stress influence lines incorporated control charts", Sci. China Tech. Sci., 57(9), 1689-1697. https://doi.org/10.1007/s11431-014-5623-0.
DOI
|
12 |
Hosseini-Tabatabaei, M.-R., Rezaiee-Pajand, M. and Mollaeinia, M.R. (2020), "Bridge-type structures analysis using RMP concept considering shear and bending flexibility", Struct. Eng. Mech., 74(2), 189-199. https://doi.org/10.12989/sem.2020.74.2.189.
DOI
|
13 |
Shihua, B. and Yaoging, G. (2008), Structural Mechanics, Wuhan University Press, Wuhan.
|
14 |
Orakdogen, E. and Girgin, K. (2005), "Direct determination of influence lines and surfaces by F.E.M.", Struct. Eng. Mech., 20(3), 279-292. https://doi.org/10.12989/sem.2005.20.3.279.
DOI
|
15 |
Hozhabrossadati, S.M. and Aftabi Sani, A. (2016), "Application of Green's functions for constructing influence lines", J. Eng. Mech., 142(3), 04015097-04015091-04015015. https://doi.org/10.1061/(ASCE)EM.1943-7889.0001016.
DOI
|
16 |
Huang, J. and Shenton III, H.W. (2008). "Experimentally determined continuous displacement influence lines for bridges", Structures Congress 2008: Crossing Borders.
|
17 |
Jepsen, M.S. and Damkilde, L. (2016), "A direct and fully general implementation of influence lines/surfaces in finite element software", Adv. Eng. Softw., 120, 55-61. https://doi.org/10.1016/j.advengsoft.2016.04.006.
DOI
|
18 |
Megson, T.H.G. (2014), Influence Lines Chap20, Elsevier Ltd.
|
19 |
Wang, N.B., He, L.X., Ren, W.X. and Huang, T.L. (2017), "Extraction of influence line through a fitting method from bridge dynamic response induced by a passing vehicle", Eng. Struct., 151, 648-664. https://doi.org/10.1016/j.engstruct.2017.06.067.
DOI
|
20 |
Yang, D., Chen, G. and Du, Z. (2015), "Direct kinematic method for exactly constructing influence lines of forces of statically indeterminate structures", Struct. Eng. Mech., 54(4), 793-807. https://doi.org/10.12989/sem.2015.54.4.793.
DOI
|
21 |
Zhao, H., Uddin, N., Shao, X., Zhu, P. and Tan, C. (2015), "Field-calibrated influence lines for improved axle weight identification with a bridge weigh-in-motion system", Struct. Infrastr. Eng., 11(6), 721-743. https://doi.org/10.1080/15732479.2014.904383.
DOI
|
22 |
Hosseini-Tabatabaei, M.R. and Rezaiee-Pajand, M. (2012), "Analysis of continuous beams and bridge frames based on propagating rotations", J. Iran. Soc. Civil Eng., 14(34), 53-61.
|