Earthquake engineering structural dynamics : the journal of the international association for earthquake engineering, Vol. 38 N°2. Earthquake engineering structural dynamics - Février 2009
| Titre : | Earthquake engineering structural dynamics : the journal of the international association for earthquake engineering, Vol. 38 N°2. Earthquake engineering structural dynamics - Février 2009 |
| Type de document : | Bulletin |
| Paru le : | 25/02/2009 |
Dépouillements
Article : texte imprimé
Janise E. Rodgers, Auteur ;
Stephen A. Mahin, Auteur
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Brittle fractures were observed at the welded beam-to-column connections of a number of steel moment frame buildings following the M6.7 1994 Northridge earthquake. Such fractures cause a rapid loss of connection strength and stiffness, as well a[...]
Article : texte imprimé
Sachie Yamamoto, Auteur ;
Masaru Kikuchi, Auteur ;
Masaiki Ueda
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For the purpose of predicting the large-displacement response of seismically isolated buildings, an analytical model for elastomeric isolation bearings is proposed. The model comprises shear and axial springs and a series of axial springs at the[...]
Article : texte imprimé
George C. Yao, Auteur ;
Wen-Chun Huang, Auteur
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This paper proposes the use of the nonlinear restoring force in an isolation system to improve the performance of a seismic isolator. Nonlinear magnetic springs applied to guideway sliding isolators (GSI) that protect precision machinery against[...]
Article : texte imprimé
Post-earthquake reconnaissance has reported the vulnerability of older reinforced concrete (RC) columns lacking details for ductile response. Research was undertaken to investigate the full-range structural hysteretic behavior of older RC column[...]
Article : texte imprimé
Chiara Calderini, Auteur ;
Serena Cattari, Auteur ;
Sergio Lagomarsino, Auteur
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The definition of adequate simplified models to assess the in-plane load-bearing capacity of masonry piers, in terms of both strength and displacement, plays a fundamental role in the seismic verification of masonry buildings. In this paper, a c[...]
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