Kao-shan Dai
- The Eigenfunction Method for Determining Displacement Time History in Structural Dynamic Analysis. In: Periodica Polytechnica Civil Engineering. :
- Seismic behaviour and failure-mode-prediction method of a reinforced-concrete rigid-frame bridge with thin-walled tall piers: Investigation by model-updating hybrid test. In: Engineering Structures, v. 208 (April 2020). (2020):