Influence of angle of incidence on seismic demands for inelastic single-storey structures subjected to bi-directional ground motions
- 1 October 2007
- journal article
- Published by Elsevier BV in Engineering Structures
- Vol. 29 (10), 2593-2601
- https://doi.org/10.1016/j.engstruct.2007.01.008
Abstract
No abstract availableThis publication has 12 references indexed in Scilit:
- Critical orientation of three correlated seismic componentsEngineering Structures, 2004
- Influence of bi-directional ground motions on the inelastic response of one-storey in-plan irregular systemsEngineering Structures, 2001
- Parametric analysis of irregular structures under seismic loading according to the new Turkish Earthquake CodeEngineering Structures, 2001
- Critical response of structures to multicomponent earthquake excitationEarthquake Engineering & Structural Dynamics, 2000
- Three-Dimensional Steel Building Response to Near-Fault MotionsJournal of Structural Engineering, 2000
- Effect of orthogonal inplane structural elements on inelastic torsional responseEarthquake Engineering & Structural Dynamics, 1999
- Re-evaluation of seismic torsional provisionsEarthquake Engineering & Structural Dynamics, 1999
- Seismic Response of Asymmetric Systems: Energy-Based ApproachJournal of Structural Engineering, 1997
- The critical angle of seismic incidence and the maximum structural responseEarthquake Engineering & Structural Dynamics, 1997
- A Clarification of the Orthogonal Effects in a Three-Dimensional Seismic AnalysisEarthquake Spectra, 1995