Nonlinear emph TYPE="2">EI Equation for Slender Composite Columns Bending about the Minor Axis: Fid-Bau Portal

Nonlinear emph TYPE="2">EI Equation for Slender Composite Columns Bending about the Minor Axis

Tikka, Timo K.

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Nonlinear emph TYPE="2">EI Equation for Slender Composite Columns Bending about the Minor Axis

Tikka, Timo K.

Nonlinear emph TYPE="2">EI Equation for Slender Composite Columns Bending about the Minor Axis

Tikka, Timo K.

Access

Access via TIB

Check availability in my library

Order at Subito €

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Document information

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Document information

Title:

Nonlinear emph TYPE="2">EI Equation for Slender Composite Columns Bending about the Minor Axis

Contributors:

Tikka, Timo K. (author) / Mirza, S.Ali

Published in:

Journal of structural engineering ; 132

Publication date:

2006

ISSN:

0733-9445

Type of media:

Article (Journal)

Type of material:

Language:

English

Keywords:

Zeitschrift , Baukonstruktion

Classification:

Local classification TIB: 770/6510
BKL: 56.00

Tikka, T. K. / Mirza, S. A. | British Library Online Contents | 2006

Nonlinear Equation for Flexural Stiffness of Slender Composite Columns in Major Axis Bending

Tikka, T. K. / Mirza, S. A. | British Library Online Contents | 2006

Nonlinear Equation for Flexural Stiffness of Slender Composite Columns in Major Axis Bending

Tikka, Timo K. | Online Contents | 2006

EI OF SLENDER COMPOSITE STEEL-CONCRETE COLUMNS BENDING ABOUT THE MAJOR AXIS

Tikka, T.K. / Mirza, S.A. / Canadian Society for Civil Engineering | British Library Conference Proceedings | 2005

Stiffness of composite columns subjected to bending about minor axis of steel core

Mirza, S. A. / Tikka, T. K. / Canadian Society for Civil Engineering | British Library Conference Proceedings | 1998