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A new steel framing system for seismic protection of timber platform frame buildings. Implementation with hysteretic energy dissipators

  • Published:2014-11-10 Issue:8 Volume:44 Page:1181-1202
  • ISSN:0098-8847
  • Container-title:Earthquake Engineering & Structural Dynamics
  • language:en
  • Short-container-title:Earthquake Engng Struct. Dyn.

Author:

López-Almansa Francisco1,Segués Edgar2,Cantalapiedra Inmaculada R.3

Affiliation:

1. Architecture Structures Department; Technical University of Catalonia; Avda. Diagonal 649 08028 Barcelona Spain

2. Department of Architectural Technology II; Technical University of Catalonia; Gregorio Marañón 44-50 08028 Barcelona Spain

3. Applied Physics Department; Technical University of Catalonia; Gregorio Marañón 44-50 08028 Barcelona Spain

Funder

Spanish Government

European Union (Feder)

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference57 articles.

1. Seismic behavior and retrofitting of joints in traditional timber roof structures;Parisia;Soil Dynamics and Earthquake Engineering,2002

2. Reversed-cyclic behavior of a novel heavy timber tube connection;Leijten;Journal of Structural Engineering,2006

3. Ductile moment-resistant steel-timber connections;Andreolli;Structures and Buildings,2011

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