Earthquake engineering structural dynamics : the journal of the international association for earthquake engineering, Vol. 36 N°15. Earthquake engineering structural dynamics - Decembre 2007
| Titre : | Earthquake engineering structural dynamics : the journal of the international association for earthquake engineering, Vol. 36 N°15. Earthquake engineering structural dynamics - Decembre 2007 |
| Type de document : | Bulletin |
| Paru le : | 16/12/2007 |
Dépouillements
Article : texte imprimé
Karavasilis, Theodore L., Auteur ;
Bazeos, Nikitas, Auteur ;
Beskos, Dimitri E., Auteur
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This paper summarizes the results of an extensive study on the inelastic seismic response of X-braced steel buildings. More than 100 regular multi-storey tension-compression X-braced steel frames are subjected to an ensemble of 30 ordinary (i.e.[...]
Article : texte imprimé
Yang, Yuan-Sen, Auteur ;
Shang-Hsien Hsieh, Auteur ;
Kung-Juin Wang, Auteur ;
Wei-Choung Cheng, Auteur ;
Chuan-Wen Hsu, Auteur
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An Internet-based framework, named Internet-based Simulation for Earthquake Engineering (ISEE) was developed to facilitate collaborative earthquake engineering experiments performed by multiple laboratories in a network environment. One of the a[...]
Article : texte imprimé
Kung-Juin Wang, Auteur ;
Shiang-Jung Wang, Auteur ;
Tsai, Keh-Chyuan, Auteur ;
Wei-Choung Cheng, Auteur
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This paper develops new techniques for integrating a number of different structural laboratories together through the Internet in order to jointly conduct a single structural experiment. A computer-networking platform, called Platform for Networ[...]
Article : texte imprimé
Mosqueda, G., Auteur ;
Ahmadizadeh, M., Auteur
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Explicit integration procedures have been widely adapted and applied to hybrid simulations of the seismic response of structures due to their simplicity. However, these procedures are only conditionally stable and have limited recent application[...]
Article : texte imprimé
Iztok Perus, Auteur ;
Peter Fajfar, Auteur
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A non-parametric empirical approach, called the conditional average estimator (CAE) method, has been applied for the prediction of the normalized lateral force-drift envelope of reinforced concrete (RC) rectangular columns, as well as their char[...]
Article : texte imprimé
Danny Arroyo, Auteur ;
Mario Ordaz, Auteur
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Based on a statistical study of the dynamic response of single degree of freedom (SDOF) systems subjected to earthquake ground motions, a rule to estimate hysteretic energy demands is proposed. Expressions for elastic-perfectly plastic, stiffnes[...]
Article : texte imprimé
Article : texte imprimé
Alireza Azarbakht, Auteur ;
Matjaz Dolsek, Auteur
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A methodology has been proposed which can be used to reduce the number of ground motion records needed for the reliable prediction of the median seismic response of structures by means of incremental dynamic analysis (IDA). This methodology is p[...]
Article : texte imprimé
Janise E. Rodgers, Auteur ;
Stephen A. Mahin, Auteur
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Brittle fractures occurring at the beam-column connections of welded steel moment frames, such as those observed following the Mw 6.7 1994 Northridge earthquake, result in sudden decreases in connection strength and stiffness. These changes lead[...]
Article : texte imprimé
Louay Khalil, Auteur ;
Marwan Sadek, Auteur ;
Shahrour, Isam, Auteur
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This paper includes an investigation of the influence of the soil-structure interaction (SSI) on the fundamental period of buildings. The behaviour of both the soil and the structure is assumed to be elastic. The soil-foundation system is modell[...]
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