Experimental and analytical assessment of the influence of masonry façade infills on seismic behavior of RC frame buildings

Author:

Pallarés Francisco J.,Davia Antonio,Hassan Wael M.ORCID,Pallarés Luis

Funder

Generalitat Valenciana

Universitat Politècnica de València

Ministerio de Ciencia, Innovación y Universidades

Ministerio de Economía y Competitividad

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference57 articles.

1. Federal Emergency Management Agency, 2009. Unreinforced Masonry Buildings and Earthquakes. Developing Successful Risk Reduction Programs. FEMA P-774 / October 2009.

2. Smith B. S., Carter C., 1969. A method of analysis for infilled frames. ICE Proc., November, 44(1), pp. 31-48.

3. Infills in Seismic Resistant Building;Bertero;J Struct Eng Junio,1983

4. Effect of Infills on the Global Behaviour of R/C Frames: Energy Considerations from Pseudodynamic Tests;Negro;Earthquake Eng Struct Dyn Febrero, Volumen,1996

5. Behavior of Masonry-Infilled Nonductile Reinforced Concrete Frames;Al-Chaar;J Struct Eng Agosto,2002

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