Earthquake engineering structural dynamics : the journal of the international association for earthquake engineering, Vol. 35 N° 14. Earthquake Engineering Structural Dynamics - Novembre 2006
| Titre : | Earthquake engineering structural dynamics : the journal of the international association for earthquake engineering, Vol. 35 N° 14. Earthquake Engineering Structural Dynamics - Novembre 2006 |
| Type de document : | Bulletin |
| Paru le : | 12/12/2006 |
Dépouillements
Article : texte imprimé
Song, S. T., Auteur ;
Y. H. Chai, Auteur ;
Budek, A. M., Auteur
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Seismic design of extended pile-shafts requires a careful consideration of the influence of the surrounding soil on the overall response of the soil-pile system. In this paper, a procedure that incorporates soil properties into the process is de[...]
Article : texte imprimé
Pampanin, Stefano, Auteur ;
Christopoulos, Constantin, Auteur ;
Chen, Te-Hsiu, Auteur
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The feasibility and efficiency of a seismic retrofit solution for existing reinforced concrete frame systems, designed before the introduction of modern seismic-oriented design codes in the mid 1970s, is conceptually presented and experimentally[...]
Article : texte imprimé
Midorikawa, Mitsumasa, Auteur ;
Azuhata, Tatsuya, Auteur ;
Ishihara, Tadashi, Auteur ;
Wada, Akira, Auteur
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Previous studies have suggested that rocking vibration accompanied by uplift motion might reduce the seismic damage to buildings subjected to severe earthquake motions. This paper reports on the use of shaking table tests and numerical analyses [...]
Article : texte imprimé
Bazyar, Mohammad Hossein, Auteur ;
Song, Chongmin, Auteur
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The scaled boundary finite-element method has been developed for the dynamic analysis of unbounded domains. In this method only the boundary is discretized resulting in a reduction of the spatial dimension by one. Like the finite-element method [...]
Article : texte imprimé
Hashem, Alidad, Auteur ;
Khalid M. Mosalam, Auteur
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A hypothetical 5-storey prototype structure with reinforced concrete (RC) frame and unreinforced masonry (URM) wall is considered. The paper focuses on a shake-table experiment conducted on a substructure of this prototype consisting of the midd[...]
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