Lessons from the seismic behavior of a steel grid roof structure heavily damaged in Lushan earthquake
- 17 January 2019
- journal article
- research article
- Published by Springer Nature in Earthquake Engineering and Engineering Vibration
- Vol. 18 (1) , 95-111
Abstract
No abstract availableKeywords
This publication has 10 references indexed in Scilit:
- Recent progress and application on seismic isolation energy dissipation and control for structures in ChinaEarthquake Engineering and Engineering Vibration, 2018
- Seismic response evaluation of base-isolated reinforced concrete buildings under bidirectional excitationEarthquake Engineering and Engineering Vibration, 2017
- Study on the effect of ground motion direction on the response of engineering structureEarthquake Engineering and Engineering Vibration, 2016
- Simplified design method and seismic performance of space trusses with consideration of the influence of the stiffness of their lower supporting columnsEarthquake Engineering and Engineering Vibration, 2016
- Preliminary investigation of seismic damage to two steel space structures during the 2013 Lushan earthquakeEarthquake Engineering and Engineering Vibration, 2013
- Effect of substructures upon failure behavior of steel reticulated domes subjected to the severe earthquakeThin-Walled Structures, 2011
- Design and Behaviour of Reticulated Spatial Structural SystemsInternational Journal of Space Structures, 2011
- Seismic design for steel trussed arch to multi-support excitationsJournal of Constructional Steel Research, 2007
- Double-Layer Grids: Review of Dynamic Analysis Methods and Special TopicsJournal of Structural Engineering, 1996
- Seismic Ground Motion Parameter RelationsJournal of the Geotechnical Engineering Division, 1978