Evaluation of code torsional provisions by a time history approach
- 1 May 1987
- journal article
- research article
- Published by Wiley in Earthquake Engineering & Structural Dynamics
- Vol. 15 (4) , 491-516
- https://doi.org/10.1002/eqe.4290150406
Abstract
No abstract availableKeywords
This publication has 23 references indexed in Scilit:
- Classification and rating of strong-motion earthquake recordsEarthquake Engineering & Structural Dynamics, 1983
- An FFT algorithm for structural dynamicsEarthquake Engineering & Structural Dynamics, 1982
- A note on the perturbation analysis of the mode shapes of torsionally coupled buildingsEarthquake Engineering & Structural Dynamics, 1982
- EVALUATION OF CODE REQUIREMENTS FOR THE EARTHQUAKE RESISTANT DESIGN OF TORSIONALLY COUPLED BUILDINGS.Proceedings of the Institution of Civil Engineers, 1981
- Site‐dependent critical design spectraEarthquake Engineering & Structural Dynamics, 1979
- On the accuracy of mode superposition analysis in structural dynamicsEarthquake Engineering & Structural Dynamics, 1979
- DYNAMIC TORSIONAL COUPLING IN TALL BUILDING STRUCTURES.Proceedings of the Institution of Civil Engineers, 1979
- Envelopes of maximum seismic response for a partially symmetric single storey building modelEarthquake Engineering & Structural Dynamics, 1979
- Seismic design requirements in a Mexican 1976 codeEarthquake Engineering & Structural Dynamics, 1979
- Response spectrum techniques for asymmetric buildingsEarthquake Engineering & Structural Dynamics, 1978