MAXIMUM BENDING MOMENTS OF BEAMS IN STEEL FRAMES SUBJECTED TO STRONG GRAND MOTIONS
This paper presents the results of analytical studies in order to evaluate flexural strength demand for beam-to-column connections in earthquake-resistant design. The authors have developed a computer program based on the one-dimensional finite element method in which a generalized constitutive rela...
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Veröffentlicht in: | Journal of Structural and Construction Engineering (Transactions of AIJ) 2004/06/30, Vol.69(580), pp.121-128 |
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Hauptverfasser: | , |
Format: | Artikel |
Sprache: | jpn |
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Online-Zugang: | Volltext |
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Zusammenfassung: | This paper presents the results of analytical studies in order to evaluate flexural strength demand for beam-to-column connections in earthquake-resistant design. The authors have developed a computer program based on the one-dimensional finite element method in which a generalized constitutive relationship considering isotropic hardening and kinematic hardening is incorporated. Numerical analysis of steel wide-flange beams is carried out under various loading sequences similar to seismic response. The results are summarized as a method to predict the maximum bending moments of beams, taking into account the maximum story drift angles. |
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ISSN: | 1340-4202 1881-8153 |
DOI: | 10.3130/aijs.69.121_2 |