Xiyuan Zhou
- The CCQC3 Method for Multi-Component Seismic Responses of Non-Classically Damped Irregular Structures. Présenté pendant: 2005 Structures Congress: Metropolis and Beyond & 2005 Forensic Engineering Symposium, New York (New York), USA, 20-24 April 2005. (2005):
- Simplifications of CQC method and CCQC method. Dans: Earthquake Engineering and Engineering Vibration, v. 6, n. 1 (mars 2007). (2007):
- Velocity adjustable TMD and numerical simulation of seismic performance. Dans: Earthquake Engineering and Engineering Vibration, v. 6, n. 2 (juin 2007). (2007):
- A new type of damper with friction-variable characteristics. Dans: Earthquake Engineering and Engineering Vibration, v. 8, n. 4 (décembre 2009). (2009):
- Complex complete quadratic combination method for damped system with repeated eigenvalues. Dans: Earthquake Engineering and Engineering Vibration, v. 15, n. 3 (septembre 2016). (2016):
- Seismic structural control using semi-active tuned mass dampers. Dans: Earthquake Engineering and Engineering Vibration, v. 1, n. 1 (juin 2002). (2002):
- Modified precise time step integration method of structural dynamic analysis. Dans: Earthquake Engineering and Engineering Vibration, v. 4, n. 2 (décembre 2005). (2005):
- On precise time integration method for non-classically damped MDOF systems. Dans: Earthquake Engineering and Engineering Vibration, v. 5, n. 1 (juin 2006). (2006):
- An off-and-towards-equilibrium strategy for vibrational control of structures. Dans: Earthquake Engineering and Engineering Vibration, v. 5, n. 2 (décembre 2006). (2006):
- Damage detection of RC beams based on experiment and analysis of nonlinear dynamic characteristics. Dans: Construction and Building Materials, v. 29 (avril 2012). (2012):
- Development of a seismic design method based on response spectra for building structures. Dans: Frontiers of Architecture and Civil Engineering in China, v. 1, n. 2 (mai 2007). (2007):