Physically Based Prediction of the Maximum Corner Displacement of One-Storey Eccentric Systems: Fid-Bau Portal

Fachinformationsdienst BAUdigital

A platform for research: civil engineering, architecture and urbanism

Physically Based Prediction of the Maximum Corner Displacement of One-Storey Eccentric Systems

Trombetti, Tomaso / Silvestri, Stefano / Gasparini, Giada / Palermo, Michele

This chapter gives a new insight into the dynamic behaviour of one-storey eccentric systems, with particular attention devoted to provide a comprehensive physically based formulation of the maximum corner displacement amplification, which involves three contributions (translational response, torsional response and their combination). It is shown that the largest amplifications, which mainly occur for the class of torsionally flexible systems, are due to the translational contribution through to the shift in the fundamental period of the eccentric system with respect to the one of the equivalent not-eccentric system. A simplified method for the estimation of the maximum corner displacement based on the physical properties of the system is finally obtained.

Access

Check availability in my library

Order at Subito €

Page navigation

Document information

Export, share and cite

Physically Based Prediction of the Maximum Corner Displacement of One-Storey Eccentric Systems

Trombetti, Tomaso / Silvestri, Stefano / Gasparini, Giada / Palermo, Michele

This chapter gives a new insight into the dynamic behaviour of one-storey eccentric systems, with particular attention devoted to provide a comprehensive physically based formulation of the maximum corner displacement amplification, which involves three contributions (translational response, torsional response and their combination). It is shown that the largest amplifications, which mainly occur for the class of torsionally flexible systems, are due to the translational contribution through to the shift in the fundamental period of the eccentric system with respect to the one of the equivalent not-eccentric system. A simplified method for the estimation of the maximum corner displacement based on the physical properties of the system is finally obtained.

Physically Based Prediction of the Maximum Corner Displacement of One-Storey Eccentric Systems

Trombetti, Tomaso / Silvestri, Stefano / Gasparini, Giada / Palermo, Michele

This chapter gives a new insight into the dynamic behaviour of one-storey eccentric systems, with particular attention devoted to provide a comprehensive physically based formulation of the maximum corner displacement amplification, which involves three contributions (translational response, torsional response and their combination). It is shown that the largest amplifications, which mainly occur for the class of torsionally flexible systems, are due to the translational contribution through to the shift in the fundamental period of the eccentric system with respect to the one of the equivalent not-eccentric system. A simplified method for the estimation of the maximum corner displacement based on the physical properties of the system is finally obtained.

Access

Check availability in my library

Order at Subito €

Page navigation

Document information

Export, share and cite

Document information

Title:

Physically Based Prediction of the Maximum Corner Displacement of One-Storey Eccentric Systems

Additional title:

Geotechnical,Geological

Contributors:

Lavan, Oren (editor) / De Stefano, Mario (editor) / Trombetti, Tomaso (author) / Silvestri, Stefano (author) / Gasparini, Giada (author) / Palermo, Michele (author)

Published in:

Seismic Behaviour and Design of Irregular and Complex Civil Structures ; Chapter: 10 ; 137-153

Geotechnical, Geological and Earthquake Engineering ; 24

Publication date:

2012-12-15

Size:

17 pages

ISBN:

978-94-007-5377-8 , 978-94-007-5376-1

ISSN:

DOI:

https://doi.org/10.1007/978-94-007-5377-8_10

Type of media:

Article/Chapter (Book)

Type of material:

Electronic Resource

Language:

English

Keywords:

Displacement Response , Fundamental Period , Flexible System , Stiff System , Seismic Excitation Engineering , Civil Engineering , Geotechnical Engineering & Applied Earth Sciences , Building Repair and Maintenance , Solid Mechanics , Earth and Environmental Science

Similar titles

Physically Based Prediction of the Maximum Corner Displacement of One-Storey Eccentric Systems

Trombetti, T. / Silvestri, S. / Gasparini, G. et al. | British Library Conference Proceedings | 2013

Physically-based prediction of the maximum corner displacement magnification of one-storey eccentric systems

Palermo, M. / Silvestri, S. / Gasparini, G. et al. | British Library Online Contents | 2013

Maximum Corner Displacement Amplifications for Inelastic One-Storey In-Plan Asymmetric Systems Under Seismic Excitation

Palermo, Michele / Silvestri, Stefano / Gasparini, Giada et al. | Springer Verlag | 2016

Maximum Corner Displacement Amplifications for Inelastic One-Storey In-Plan Asymmetric Systems Under Seismic Excitation

Palermo, Michele / Silvestri, Stefano / Gasparini, Giada et al. | TIBKAT | 2016

Maximum Corner Displacement Amplifications for Inelastic One-Storey In-Plan Asymmetric Systems Under Seismic Excitation

Palermo, Michele / Silvestri, Stefano / Gasparini, Giada et al. | British Library Conference Proceedings | 2016