References
[1]. Chan, P. C. K., Tso, W. K., and Heidebrecht, A. C.
(1974). “Effect of normal frames on the shear walls.” Building Sci., Vol. 9, pp.197-209
[2]. Chang, P.C. (1984). “Analytical modeling of tube-intube
structure.” J. Struct. Engrg., ASCE, Vol.111(6), pp.1326-
1337.
[3]. Chang, S. T., and Gang, J. Z. (1990). “Analysis of
cantilever decks of thin-walled box girder bridges.” J. Struct.
Engrg., ASCE, Vol.116(9), pp.2410-2418.
[4]. Chang, S. T., and Zheng, F. Z. (1987). “Negative shear
lag in cantilever box girder with constant depth.” J. Struct.
Engrg., ASCE, Vol.113(1), pp.20-35.
[5]. Cheung, M. S., and Chan, M. Y. T. (1978). “Finite strip
evaluation of effective flange width of bridge girders.” Can.
J. Civ. Eng., Vol.5(2), pp.174-185.
[6]. Cheung, M. S., and Cheung, Y. K. (1971). “Analysis of
curved box girder bridges by the finite-strip method.”
International Association for Bridges and Structural
Engineering (IABSE), Vol.31(I), pp.1-8.
[7]. Cook, R. D. (1991). “Pure bending of curved beams of
thin-walled rectangular box section.” J. Appl. Mech.,
Vol.58(1), pp.154-156.
[8]. Coull, A. and Bose, B. (1976). “Torsion of Frame–Tube
Structures.” J. Struct. Div., ASCE, Vol.102(12), pp.2366-2370.
[9]. Coull, A. and Ahmed, A. A. (1978). “Deflections of
Frame-Tube Structures.” J. Struct. Div., ASCE, Vol.104(5),
pp.857-862.
[10]. Coull, A. and Bose, B. (1975). “Simplified Analysis of
Frame – Tube Structures.” J. Struct. Div., ASCE, Vol.101(11),
pp.2223-2240.
[11]. Cusens, A. R., and Loo, Y. C. (1974). “Application of the
finite-strip method in the analysis of concrete box bridges.”
Proc., Inst. Civ. Eng., London, Vol.57(2), pp.251-273.
[12]. Evans, H. R., and Shanmugam, N. E., (1984).
“Simplified analysis for cellular structures.” J. Struct. Div.,
ASCE, Vol.110(3), pp.531-543.
[13]. Foutch, D. A. and Chang, P. C. (1982). “A Shear Lag
Anomaly.” J. Struct. Eng., Vol.108(7), ASCE, Vol.108(7),
pp.1653-1658.
[14]. Ha, K. H., Fazio, P. and Moselhi, O. (1978). “Orthotropic
Membrane for Tall Building Analysis.” J. Struct. Div., ASCE,
Vol.104(9), pp.1495-1505.
[15]. Haji–Kazemi, H. and Company, M. (2002).“Exact
method of analysis of shear lag in framed tube structures.”
The structural design of tall buildings, Vol.11, pp.375-388.
[16]. Hambly, E. C., and Pennells, E. (1975). “Grillage
analysis applied to cellular bridge decks.” Struct. Eng.,
Vol.53(7), pp.267-275.
[17]. Khan, A. H. and Stafford Smith, B. (1976). “A simple
method of analysis for deflection and stresses in wall- frame
structures.” Building and Envir., Vol. 11, pp.69-78.
[18]. Kuzmanovic, B.O. and Graham H. J. (1981). “Shear
lag in box girders.” J. Struct. Engrg., ASCE, Vol.107, No.ST9,
pp.1701-1712.
[19]. Kwan, A. K. H., (1994). “Simple method for
approximate analysis of framed tube structures.” J.of
Struct. Eng., ASCE, Vol.120(4), pp.1221-1239.
[20]. Lee, K. K., Guan, H., and Loo, Y. C. (2000). “Simplified
analysis of shear-lag in framed-tube structures with multiple
internal tubes.” Computational Mechanics, Vol.26,
pp.447-458.
[21]. Lee, K. K., Loo, Y. C., and Guan, H. (2001). “Simple
analysis of framed-tube structures with multiple internal
tubes.” J. Struct. Engrg., ASCE, Vol.127, pp.450-460.
[22]. Li, W. Y., Tham, L. G., and Cheung, Y. K. (1988).
“Curved box-girder bridges.” J. Struct. Eng., ASCE
Vol.114(6), pp.1324-1338.
[23]. Lin, Z., and Zhao, J. (2011). “Revisit of AASHTO effective
flange-width provisions for box girders.” Journal of Bridge
Engineering, ASCE, Vol.16(6), pp.881-889.
[24]. Mahjoub, R., Rahgozar, R., and Saffari, H. (2011).
“Simple Method for Analysis of Tube Frame by
consideration of negative shear lag.” Australian Journal of
Basic and Applied Sciences, Vol.5(3), pp.309-316.
[25]. Meyer, C., and Scordelis, A. C. (1971). “Analysis of
curved folded plate structures.” J. Struct. Div., Vol.97(10),
pp.2459-2480.
[26]. Moffatt, K. R., and Dowling, P. J. (1975). “Shear lag in
steel box girder bridges”, Struct. Eng., Vol.53(10), pp.439-
448.
[27]. Reissner, E. (1945). “Analysis of shear lag in box beam
by the principle of minimum potential energy.” Quarterly Applied Mathematics, Vol.4(3), pp.268 – 278.
[28]. Sennah, K. M., and Kennedy, J. B. (2002). “Literature
review in analysis of box girder bridge”, Journal of Bridge
Engineering, Vol.7(2), pp.134-143.
[29]. Shang-min, Z., and Shui, W. (2014). “Finite element
analysis of shear lag effect on composite girder with
steel truss webs'”, J. Highway Transp. Res. Dev. (English Ed.),
Vol.8(3), pp.70-75.
[30]. Shushkewich, K. W. (1988). “Approximate analysis of
concrete box girder bridge.” J. Struct. Eng., Vol.114(7),
pp.1644-1657.
[31]. Shushkewich, K.W. (1991). “Negative shear lag
explained”, J. Struct. Engrg., ASCE, Vol.117(11), pp.3543-
3545.
[32]. Singh, G. J., Mandal, S., and Kumar, R. (2013). “Effect
of column location on plan of multi- story building on shear
lag phenomenon.” Proc. of the 8th Asia-Pacific
Conference on Wind Engineering (APCWE-VIII), Chennai,
India, pp.978–981.
