Numerical analysis and design implications of the seismic behaviour of one-storey steel bracing systems
- 19 February 1996
- journal article
- Published by Elsevier BV in Engineering Structures
- Vol. 18 (2), 162-178
- https://doi.org/10.1016/0141-0296(95)00004-6
Abstract
No abstract availableKeywords
This publication has 10 references indexed in Scilit:
- A unified approach for the design of steel structures under low and/or high cycle fatigueJournal of Constructional Steel Research, 1995
- An approach to the seismic design of steel structures based on cumulative damage criteriaEarthquake Engineering & Structural Dynamics, 1994
- The seismic behaviour of cross-braced steel framesEarthquake Engineering & Structural Dynamics, 1992
- Concentrically braced steel frames under seismic actions: Non‐linear behaviour and design coefficientsEarthquake Engineering & Structural Dynamics, 1991
- Analytical Evaluation of K‐Braced Structure Seismic TestJournal of Structural Engineering, 1989
- Seismic Behavior of Concentrically Braced FrameJournal of Structural Engineering, 1989
- Cyclic behaviour of axially loaded members: Numerical simulation and experimental verificationJournal of Constructional Steel Research, 1987
- Cyclic Out‐of‐Plane Buckling of Double‐Angle BracingJournal of Structural Engineering, 1985
- Cyclic In‐Plane Buckling of Double Angle BracingJournal of Structural Engineering, 1984
- Improved numerical dissipation for time integration algorithms in structural dynamicsEarthquake Engineering & Structural Dynamics, 1977