Friction-based dissipative devices for precast concrete panels-Reference-Cited by-同舟云学术

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Friction-based dissipative devices for precast concrete panels

Published:2017-09 Issue: Volume:147 Page:356-371
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Dal Lago Bruno,Biondini Fabio,Toniolo Giandomenico

Funder

European Commission within the FP7-SME-2011 SAFECLADDING

Italian Department of Civil Protection

Italian Laboratories University Network of Earthquake Engineering

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference33 articles.

1. Probabilistic calibration and experimental validation of seismic design criteria for one storey concrete frames;Biondini;J Earth Eng,2009

2. Capacity design and seismic performance of multi-storey precast structures;Biondini;Eur J Environ Civ Eng,2010

3. Seismic collapse risk of precast industrial buildings with strong connections;Kramar;Earthq Eng Struct Dyn,2012

4. Shear resistance of pinned connections of precast members to monotonic and cyclic loading;Psycharis;Eng Struct,2012

5. Pseudodynamic tests on a full-scale 3-storey precast concrete building: global response;Negro;Eng Struct,2013

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2. Study on seismic performance of RC frame with UHPC cladding panels and two-level friction damping connections;Journal of Building Engineering;2024-10

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