Influence of different mechanical column-foundation connection devices on the seismic behaviour of precast structures-Reference-Cited by-同舟云学术

Influence of different mechanical column-foundation connection devices on the seismic behaviour of precast structures

Published:2016-09-16 Issue:12 Volume:14 Page:3485-3508
ISSN:1570-761X
Container-title:Bulletin of Earthquake Engineering
language:en
Short-container-title:Bull Earthquake Eng

Author:

Dal Lago Bruno^ORCID,Toniolo Giandomenico,Lamperti Tornaghi Marco^ORCID

Funder

European Commission

Publisher

Springer Science and Business Media LLC

Subject

Geophysics,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1007/s10518-016-0010-9.pdf

Reference21 articles.

1. Belleri A, Riva P (2012) Seismic performance and retrofit of precast concrete grouted sleeve connections. PCI J 57:97–109

2. Biondini F, Titi A, Toniolo G (2012) Pseudodynamic tests and numerical simulations on a full-scale prototype of a multi-storey precast structure. 15th world conference of earthquake engineering (WCEE), Lisbon, Portugal, September 24–28, paper no. 1468

3. Buratti N, Bacci L, Mazzotti L (2012) Seismic behaviour of grouted sleeve connections between foundations and precast columns. 15th world conference of earthquake engineering (WCEE), Lisbon, Portugal, September 24–28, paper no. 1525

4. CEB (1985) model code for seismic design of concrete structures. Bulletin d’information CEB n. 165. Fédération Internationale du Béton/International Federation for Structural Concrete, Lausanne, Switzerland

5. CEB-FIP (2008) Structural connections for precast concrete buildings. fib Bulletin 43. State of the art report prepared by task group 7.3. Fédération Internationale du Béton/International Federation for Structural Concrete, Lausanne, Switzerland

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