Canadian Journal of Civil Engineering / Revue canadienne de génie civil - v. 38, n. 1 (Januar 2011)

Erschienen:	Januar 2011

Autor(en)	Titel	Seite(n)
Kharrazi, Mehdi H. K. / Ventura, Carlos E. / Prion, Helmut G. L.	Analysis and design of steel plate walls: analytical model	49-59
Kharrazi, Mehdi H. K. / Ventura, Carlos E. / Prion, Helmut G. L.	Analysis and design of steel plate walls: experimental evaluation	60-70
Orejarena, Libardo / Fall, Mamadou	Artificial neural network based modeling of the coupled effect of sulphate and temperature on the strength of cemented paste backfill	100-109
Haddad, Madhar / Brown, Tom / Shrive, Nigel	Experimental cyclic loading of concentric HSS braces	110-123
Lin, Lan / Naumoski, Nove / Saatcioglu, Murat / Foo, Simon	Improved intensity measures for probabilistic seismic demand analysis. Part 1: development of improved intensity measures	79-88
Lin, Lan / Naumoski, Nove / Saatcioglu, Murat / Foo, Simon	Improved intensity measures for probabilistic seismic demand analysis. Part 2: application of the improved intensity measures	89-99
Guizani, Lotfi / Chaallal, Omar	Mise en conformité sismique des ponts par isolation de la base – Application au pont Madrid au Québec	1-10
Nguyen-Minh, Long / Rovňák, Marián	New formula for the estimation of shear resistance of fibre reinforced beams	23-35
Saffarian, Mohammad Reza / Hamedi, Mohammad Hossein / Shams, Mehrzad	Numerical simulation of a secondary clarifier in a sewage treatment plant using modified Bingham model	11-22
Khan, M. I. / Alhozaimy, A. M.	Properties of natural pozzolan and its potential utilization in environmental friendly concrete	71-78
Cho, Kyuman / Hong, Taehoon / Hyun, Changtaek	Scheduling model for repetitive construction processes for high-rise buildings	36-48

Autor(en)

Titel

Seite(n)

Kharrazi, Mehdi H. K. / Ventura, Carlos E. / Prion, Helmut G. L.

Analysis and design of steel plate walls: analytical model

49-59

Kharrazi, Mehdi H. K. / Ventura, Carlos E. / Prion, Helmut G. L.

Analysis and design of steel plate walls: experimental evaluation

60-70

Orejarena, Libardo / Fall, Mamadou

Artificial neural network based modeling of the coupled effect of sulphate and temperature on the strength of cemented paste backfill

100-109

Haddad, Madhar / Brown, Tom / Shrive, Nigel

Experimental cyclic loading of concentric HSS braces

110-123

Lin, Lan / Naumoski, Nove / Saatcioglu, Murat / Foo, Simon

Improved intensity measures for probabilistic seismic demand analysis. Part 1: development of improved intensity measures

79-88

Lin, Lan / Naumoski, Nove / Saatcioglu, Murat / Foo, Simon

Improved intensity measures for probabilistic seismic demand analysis. Part 2: application of the improved intensity measures

89-99

Guizani, Lotfi / Chaallal, Omar

Mise en conformité sismique des ponts par isolation de la base – Application au pont Madrid au Québec

1-10

Nguyen-Minh, Long / Rovňák, Marián

New formula for the estimation of shear resistance of fibre reinforced beams

23-35

Saffarian, Mohammad Reza / Hamedi, Mohammad Hossein / Shams, Mehrzad

Numerical simulation of a secondary clarifier in a sewage treatment plant using modified Bingham model

11-22

Khan, M. I. / Alhozaimy, A. M.

Properties of natural pozzolan and its potential utilization in environmental friendly concrete

71-78

Cho, Kyuman / Hong, Taehoon / Hyun, Changtaek

Scheduling model for repetitive construction processes for high-rise buildings

36-48

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Canadian Journal of Civil Engineering / Revue canadienne de génie civil - v. 38, n. 1 (Januar 2011)

Artikel in dieser Ausgabe

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Canadian Journal of Civil Engineering / Revue canadienne de génie civil - v. 38, n. 1 (Januar 2011)

Artikel in dieser Ausgabe

Sie haben Ihr monatliches Download-Limit überschritten! Structurae Plus-Abonnent·innen können 30 Medien bzw. Datensätze pro Monat herunterladen. Structurae Pro-Nutzer·innen sind auf 50 beschränkt.

Pflichtangaben

Sie haben Ihr monatliches Download-Limit überschritten!

Structurae Plus-Abonnent·innen können 30 Medien bzw. Datensätze pro Monat herunterladen.
Structurae Pro-Nutzer·innen sind auf 50 beschränkt.