Works matching IS 03151468 AND DT 2005 AND VI 32 AND IP 3
Results: 12
Evaluation of the expansion attained to date by concrete affected by alkali–silica reaction. Part III: Application to existing structures.
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- Canadian Journal of Civil Engineering, 2005, v. 32, n. 3, p. 463, doi. 10.1139/L04-104
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- Article
Development of a condition assessment model for transmission line in-service wood crossarms.
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- Canadian Journal of Civil Engineering, 2005, v. 32, n. 3, p. 480, doi. 10.1139/L04-114
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- Article
A reasoning process in support of integrated project control.
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- Canadian Journal of Civil Engineering, 2005, v. 32, n. 3, p. 500, doi. 10.1139/L04-118
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- Article
Explicit solutions of the Manning equation for partially filled circular pipes.
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- Canadian Journal of Civil Engineering, 2005, v. 32, n. 3, p. 490, doi. 10.1139/L05-001
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- Article
Improving decision quality: a risk-based go/no-go decision for buildoperatetransfer (BOT) projects.
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- Canadian Journal of Civil Engineering, 2005, v. 32, n. 3, p. 517, doi. 10.1139/L05-002
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- Article
Modeling uncertainty with an integrated simulation system.
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- Canadian Journal of Civil Engineering, 2005, v. 32, n. 3, p. 533, doi. 10.1139/L05-004
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- Article
Bond strength of glass fibre reinforced polymer reinforcing bars in normal and self-consolidating concrete.
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- Canadian Journal of Civil Engineering, 2005, v. 32, n. 3, p. 553, doi. 10.1139/L05-005
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- Article
Seismic performance of high-strength concrete square columns confined with carbon fiber reinforced polymers (CFRPs).
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- Canadian Journal of Civil Engineering, 2005, v. 32, n. 3, p. 569, doi. 10.1139/L05-006
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- Article
Application of the equivalent static force procedure for the seismic design of multistorey buildings with vertical mass irregularity.
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- Canadian Journal of Civil Engineering, 2005, v. 32, n. 3, p. 561, doi. 10.1139/L05-007
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- Article
Design of carbon fibre reinforced polymer post-tensioned masonry diaphragm retaining walls.
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- Canadian Journal of Civil Engineering, 2005, v. 32, n. 3, p. 579, doi. 10.1139/L05-008
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- Article
Évaluation des conséquences de rupture d'un barrage : calculs détaillés ou méthode simplifiée ?
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- Canadian Journal of Civil Engineering, 2005, v. 32, n. 3, p. 543, doi. 10.1139/L05-009
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- Article
Tensile strength of bolted ring-type splices of solid round leg members of guyed communication towers.
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- Canadian Journal of Civil Engineering, 2005, v. 32, n. 3, p. 595, doi. 10.1139/L05-012
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- Article