Earthquake engineering structural dynamics : the journal of the international association for earthquake engineering, Vol. 38 N° 12. Earthquake engineering structural dynamics - Octobre 2009
| Titre : | Earthquake engineering structural dynamics : the journal of the international association for earthquake engineering, Vol. 38 N° 12. Earthquake engineering structural dynamics - Octobre 2009 |
| Type de document : | Bulletin |
| Paru le : | 01/12/2009 |
Dépouillements
Article : texte imprimé
Panagiotou, Marios, Auteur ;
Restrepo, José I., Auteur
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This paper explores the notion of detailing reinforced concrete structural walls to develop base and mid-height plastic hinges to better control the seismic response of tall cantilever wall buildings to strong shaking. This concept, termed here [...]
Article : texte imprimé
Ji, Xiaodong, Auteur ;
Kajiwara, Kouichi, Auteur ;
Nagae, Takuya, Auteur ;
Ryuta Enokida ;
Nakashima, Masayoshi
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When subjected to long-period ground motions, high-rise buildings' upper floors undergo large responses. Furniture and nonstructural components are susceptible to significant damage in such events. This paper proposes a full-scale substructure s[...]
Article : texte imprimé
Jason McCormick, Auteur ;
Nagae, Takuya, Auteur ;
Masahiro Ikenaga
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The friction developed between a steel base plate and a mortar base contributes shear resistance to the building system during a seismic event. In order to investigate the possible sliding behavior between the base plate and the mortar, a shake [...]
Article : texte imprimé
José L. Almazán, Auteur ;
Llera (de la), Juan C., Auteur
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Lateral-torsional coupling in asymmetric-plan buildings leads to correlated translations and rotations of the building plan, which generate uneven distributions of deformation demand among resisting planes. The deformation demand of a resisting [...]
Article : texte imprimé
C. Smerzini, Auteur ;
J. Avilés, Auteur ;
R. Paolucci ;
Sánchez-Sesma, F. J., Auteur
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A theoretical approach is presented to study the antiplane seismic response of underground structures, subjected to the incidence of both plane and cylindrical waves. The structure is assumed to be a circular inclusion embedded in a homogenous, [...]
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