Seismic response of flexible-edge elements in code-designed torsionally unbalanced structures
Authors:
- 1 April 1995
- journal article
- Published by Elsevier in Engineering Structures
- Vol. 17 (3) , 158-166
Abstract
No abstract availableKeywords
This publication has 13 references indexed in Scilit:
- Influence of accidental eccentricity on inelastic seismic torsional effects in buildingsEngineering Structures, 1995
- Period‐Dependent Effects in Seismic Torsional Response of Code SystemsJournal of Structural Engineering, 1994
- Inelastic seismic response of code designed single storey asymmetric structuresEngineering Structures, 1992
- Lateral strength distribution specification to limit additional inelastic deformation of torsionally unbalanced structuresEngineering Structures, 1992
- Design of torsionally unbalanced structural systems based on code provisions II: Strength distributionEarthquake Engineering & Structural Dynamics, 1992
- Design of torsionally unbalanced structural systems based on code provisions I: Ductility demandEarthquake Engineering & Structural Dynamics, 1992
- Evaluation of Torsional Provisions in Seismic CodesJournal of Structural Engineering, 1991
- Evaluation of factors influencing the inelastic seismic performance of torsionally asymmetric buildingsEarthquake Engineering & Structural Dynamics, 1991
- A proposal to improve the static torsional provisions for the National Building Code of CanadaCanadian Journal of Civil Engineering, 1983
- An alternative path to seismic torsional provisionsInternational Journal of Soil Dynamics and Earthquake Engineering, 1982