Sheng-wei Wang
- Mode identifiability of a cable-stayed bridge under different excitation conditions assessed with an improved algorithm based on stochastic subspace identification. In: Smart Structures and Systems, v. 17, n. 3 (March 2016). (2016):
- Modal parameter identification for closely spaced modes of civil structures based on an upgraded stochastic subspace methodology. In: Structure and Infrastructure Engineering, v. 15, n. 2 (January 2019). (2019):
- Application of stochastic subspace identification for stay cables with an alternative stabilization diagram and hierarchical sifting process. In: Structural Control and Health Monitoring, v. 23, n. 9 (September 2016). (2016):
- Assessment of environmental and nondestructive earthquake effects on modal parameters of an office building based on long-term vibration measurements. In: Smart Materials and Structures, v. 26, n. 5 (May 2017). (2017):
- Dynamic motion and tension of marine cables being laid during velocity change of mother vessels. In: China Ocean Engineering, v. 27, n. 5 (October 2013). (2013):
- A finite difference approximation for dynamic calculation of vertical free hanging slender risers in re-entry application. In: China Ocean Engineering, v. 26, n. 4 (December 2012). (2012):
- A flexible-segment-model-based dynamics calculation method for free hanging marine risers in re-entry. In: China Ocean Engineering, v. 26, n. 1 (March 2012). (2012):
- (2018): Horizontal Loading Tests on Disconnected Piled Rafts and a Simplified Method to Evaluate the Horizontal Bearing Capacity. In: Advances in Civil Engineering, v. 2018 ( 2018).