Improvement of seismic performance of precast frames with cladding panels fastened by energy dissipative steel cushions
- 6 July 2021
- journal article
- research article
- Published by Springer Nature in Bulletin of Earthquake Engineering
- Vol. 19 (12) , 5339-5367
Abstract
No abstract availableKeywords
This publication has 24 references indexed in Scilit:
- Dissipating and re-centring devices for portal-frame precast structuresEngineering Structures, 2017
- Seismic retrofit of structures using steel honeycomb dampersInternational Journal of Steel Structures, 2017
- Influence of different mechanical column-foundation connection devices on the seismic behaviour of precast structuresBulletin of Earthquake Engineering, 2016
- Seismic performance evaluation and design of steel structures equipped with dual-pipe dampersJournal of Constructional Steel Research, 2016
- Seismic Performance of Precast Industrial Facilities Following Major Earthquakes in the Italian TerritoryJournal of Performance of Constructed Facilities, 2015
- Experimental investigation of the cyclic response of reinforced precast concrete framed structuresPCI Journal, 2015
- Influence of cladding panels on the first period of one-story precast buildingsBulletin of Earthquake Engineering, 2014
- Performance of industrial buildings during the Emilia earthquakes in Northern Italy and recommendations for their strengtheningBulletin of Earthquake Engineering, 2013
- Role of wall panel connections on the seismic performance of precast structuresBulletin of Earthquake Engineering, 2013
- Theoretical Stress‐Strain Model for Confined ConcreteJournal of Structural Engineering, 1988