Earthquake engineering structural dynamics : the journal of the international association for earthquake engineering, Vol. 36 N°14. Earthquake engineering structural dynamics - Novembre 2007
| Titre : | Earthquake engineering structural dynamics : the journal of the international association for earthquake engineering, Vol. 36 N°14. Earthquake engineering structural dynamics - Novembre 2007 |
| Type de document : | Bulletin |
| Paru le : | 27/11/2007 |
Dépouillements
Article : texte imprimé
Chung-Che Chou, Auteur ;
Chia-Ching Wu, Auteur
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This study details a new moment connection that overcomes difficulties in achieving field-weld quality and eliminates steel beam buckling encountered in steel moment connections. This study presents cyclic test and finite element analysis result[...]
Article : texte imprimé
Adang Surahman, Auteur
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An energy-based earthquake-resistant structural design method is proposed. The proposed method uses specific input energy spectra, modal or time-history analyses, and energy distribution among structural members. For a given member strength and [...]
Article : texte imprimé
Laura De Lorenzis, Auteur ;
Matthew DeJong, Auteur ;
John Ochsendorf, Auteur
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Recent seismic events have caused damage or collapse of invaluable historical buildings, further proving the vulnerability of unreinforced masonry (URM) structures to earthquakes. This study aims to understand failure of masonry arches - typical[...]
Article : texte imprimé
Yuichi Sato, Auteur ;
Kazuhiro Naganuma, Auteur
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A numerical process that simulates crack propagation in reinforced concrete through post-crack stress redistribution is presented. This process is developed within the context of the smeared crack approach. Continuity and orientation of the rein[...]
Article : texte imprimé
M. Ala Saadeghvaziri, Auteur ;
A. Yazdani-Motlagh, Auteur
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A stiffening system is a system that increases its stiffness as it goes under large displacements. Such behavioural characteristic can result from constitutive behaviour or at the structural level often from closure of gaps between various compo[...]
Article : texte imprimé
Aristidis V. Asimakopoulos, Auteur ;
Dimitris L. Karabalis, Auteur
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A procedure for treating the P- effect in the direct displacement-based seismic design of regular steel moment resisting frames with ideal elastoplastic material behaviour is proposed. A simple formula for the yield displacement amplification fa[...]
Article : texte imprimé
Ragunath Sankaranarayanan, Auteur ;
Ricardo A. Medina, Auteur
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A statistical analysis of the peak acceleration demands for nonstructural components (NSCs) supported on a variety of stiff and flexible inelastic regular moment-resisting frame structures with periods from 0.3 to 3.0 s exposed to 40 far-field g[...]
Article : texte imprimé
Bradley, Brendon A., Auteur ;
Rajesh P. Dhakal Misko Cubrinovski, Auteur ;
Mander, John B., Auteur
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An improved seismic hazard model for use in performance-based earthquake engineering is presented. The model is an improved approximation from the so-called power law model, which is linear in log-log space. The mathematics of the model and unce[...]
Article : texte imprimé
Pier Paolo Rossi, Auteur
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The paper deals with the analysis of the seismic behaviour and design of tied braced frames (TBFs). The behavioural properties of TBFs are described and a comparison drawn with standard eccentrically braced frames. A design procedure is then pro[...]
Article : texte imprimé
Morten Liingaard, Auteur ;
Lars Andersen, Auteur ;
Lars Bo Ibsen, Auteur
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The dynamic response of offshore wind turbines is affected by the properties of the foundation and the subsoil. The aim of this paper is to evaluate the dynamic soil-structure interaction of suction caissons for offshore wind turbines. The inves[...]
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