498
IBRACON Structures and Materials Journal • 2013 • vol. 6 • nº 3
Plastic rotation and tension stiffening effect analysis in beams using photogrammetry
Measurement 44 (3):527-538.
doi:10.1016/j.measurement.2010.11.014.
[04] Valença J, Júlio E, Araújo H (2012) Application of
photogrammetry to structural assessment. Experimental
Techniques 36 (5).
doi:10.1111/j.1747-1567.2011.00731.x.
[05] Hoffman ME, Manevitz LM, Wong EK, Geers MGG,
De Borst R, Brekelmans WAM (1996) Computing
strain fields from discrete displacement fields in
2D-solids. International Journal of Solids and
Structures 33 (29):4293-4307.
doi:10.1016/0020-7683(95)00240-5
[06] Abdel-Quarter I, Abudayyeh O, Kelly M (2003) Analysis
of edge detection techniques for crack identification in
bridges. Journal of Computing in Civil Engineering 17
(3):255-263.
doi:10.1061/~ASCE!0887-3801~2003!17:4~255!
[07] Valença J, Dias-da-Costa D, Júlio ENBS (2012)
Characterisation of concrete cracking during
laboratorial tests using image processing. Construction
and Building Materials 28 (1):607-615.
doi:10.1016/j.conbuildmat.2011.08.082
[08] Hutchinson TC, Chen Z (2006) Improved Image
Analysis for Evaluating Concrete Damage. Journal of
Computing in Civil Engineering 20 (3):210-216
[09] CEN (2004) EN 1992-1-1: Eurocode 2: Design of
Concrete Structures - Part 1-1: General Rules and
Rules for Buildings, in: European Committee for
Standardization (CEN).
[10] Bachmann H (1967) Zur plastizitätstheoretischen
Berechnung statisch unbestimmter Stahlbetonbalken.
Technische Hochschule, Zürich
[11] Park R, Paulay T (1975) Reinforced concrete structures.
Wiley, New York.
[12] Buchaim R (2001) A influência da não-linearidade
física do concreto armado na rigidez à flexão e na
capacidade de rotação plástica. São Paulo University.
[13] Barber CB, Dobkin DP, Huhdanpaa H (1996)
The quickhull algorithm for convex hulls. ACM
Transactions on Mathematical Software 22 (4):469-483.
doi:10.1145/235815.235821.
[14] Ballard D (1981) Generalizing the Hough Transform to
Find Arbitrary Shapes. Pattern Recognition 13:111–122
[15] Valença J, Dias-da-Costa D, Júlio E, Araújo H,
Costa H (2012) Automatic crack monitoring using
photogrammetry and image processing. Measurement
(in press). doi:10.1016/j.measurement.2012.07.019.
[16] Criminisi A, Reid I, Zisserman A (2000) Single
view metrology. Int J Comput Vision 40 (2):123-148.
doi:10.1023/a:1026598000963.
[17] Carmo RNF, Costa H, Lourenço C, Andrade D, Simões
T (2012) Influence of both concrete strength and
transverse confinement on bending behaviour of
reinforced LWAC beams. Engineering Structures
(in press). doi:10.1016/j.engstruct.2012.09.030.
[18] EN 12390, Testing hardened concrete (2009).
European Committee for Standardisation, Brussels,
Belgium.
[19] Carmo RNF, Lopes SM (2005) Influence of the shear
force and transverse reinforcement ratio on plastic
rotation capacity. Structural Concrete, Journal of the
fib (Thomas Telford Journal) 6 (3):107-117
[20] CEB (1998) Ductility of reinforced concrete structures.
Bulletin d’Information nº 242. Lausanne, Switzerland.
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