Earthquake engineering structural dynamics : the journal of the international association for earthquake engineering, Vol. 36 N°12. Earthquake engineering structural dynamics - Octobre 2007
| Titre : | Earthquake engineering structural dynamics : the journal of the international association for earthquake engineering, Vol. 36 N°12. Earthquake engineering structural dynamics - Octobre 2007 |
| Type de document : | Bulletin |
| Paru le : | 03/10/2007 |
Dépouillements
Article : texte imprimé
Petros Komodromos, Auteur ;
Panayiotis C. Polycarpou, Auteur ;
Loizos Papaloizou, Auteur
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Numerical simulations and parametric studies have been used to investigate the influence of potential poundings of seismically isolated buildings with adjacent structures on the effectiveness of seismic isolation. Poundings are assumed to occur [...]
Article : texte imprimé
Nikos D. Lagaros, Auteur ;
Papadrakakis, Manolis, Auteur
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The assessment of seismic design codes has been the subject of intensive research work in an effort to reveal weak points that originated from the limitations in predicting with acceptable precision the response of the structures under moderate [...]
Article : texte imprimé
Gennaro Magliulo, Auteur ;
Roberto Ramasco, Auteur
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This paper deals with seismic analysis of plan-asymmetric r/c frame multi-storey buildings. Non-linear numerical analyses are carried out by using a lumped plasticity model for beams and a multi-spring model for columns, the latter one introduce[...]
Article : texte imprimé
Yuichi Sato, Auteur ;
HuneBum Ko, Auteur
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This study presents a cyclic load test of four RC columns to obtain data on stresses and strains on lateral shear-reinforcing bars that contact buckled longitudinal reinforcing bars. The specimens include columns laterally jacketed with all-elas[...]
Article : texte imprimé
Yuichi Sato, Auteur ;
HuneBum Ko, Auteur
|
This study presents a cyclic load test of four RC columns to obtain data on stresses and strains on lateral shear-reinforcing bars that contact buckled longitudinal reinforcing bars. The specimens include columns laterally jacketed with all-elas[...]
Article : texte imprimé
Yung-Hsiang Chen, Auteur ;
Wei-Shien Hwang, Auteur ;
Chia-Hao Ko, Auteur
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A numerical and experimental study on the sloshing behaviours of cylindrical and rectangular liquid tanks is addressed. A three-dimensional boundary element method for space with the second-order Taylor series expansion in time is established to[...]
Article : texte imprimé
Anastasios Kotsoglou, Auteur ;
Stavroula Pantazopoulou, Auteur
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Seismic performance and dynamic response of bridge-embankments during strong or moderate ground excitations are investigated through finite element (FE) modelling and detailed dynamic analysis. Previous research studies have established that bri[...]
Article : texte imprimé
Yin-Nan Huang, Auteur ;
Andrew S. Whittaker, Auteur ;
Michael C. Constantinou, Auteur
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Numerical models of a sample nuclear power plant (NPP) reactor building, both conventionally constructed and equipped with seismic protective systems, are analysed for both safe shutdown and beyond-design-basis earthquake shaking at two coastal [...]
Article : texte imprimé
Didier Pettinga, Auteur ;
Christopoulos, Constantin, Auteur ;
Pampanin, Stefano, Auteur
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Developments in performance-based seismic design and assessment approaches have emphasized the importance of considering residual deformations. Recent investigations have also led to a proposed direct displacement-based design (DDBD) approach wh[...]
Article : texte imprimé
Rae-Young Jung, Auteur ;
P. Benson Shing, Auteur ;
Eric Stauffer, Auteur
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This paper presents the implementation details of a real-time pseudodynamic test system that adopts an implicit time integration scheme. The basic configuration of the system is presented. Physical tests were conducted to evaluate the performanc[...]
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