Xiyuan Zhou
- The CCQC3 Method for Multi-Component Seismic Responses of Non-Classically Damped Irregular Structures. Vorgetragen bei: 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. In: Earthquake Engineering and Engineering Vibration, v. 6, n. 1 (März 2007). (2007):
- Velocity adjustable TMD and numerical simulation of seismic performance. In: Earthquake Engineering and Engineering Vibration, v. 6, n. 2 (Juni 2007). (2007):
- A new type of damper with friction-variable characteristics. In: Earthquake Engineering and Engineering Vibration, v. 8, n. 4 (Dezember 2009). (2009):
- Complex complete quadratic combination method for damped system with repeated eigenvalues. In: Earthquake Engineering and Engineering Vibration, v. 15, n. 3 (September 2016). (2016):
- Seismic structural control using semi-active tuned mass dampers. In: Earthquake Engineering and Engineering Vibration, v. 1, n. 1 (Juni 2002). (2002):
- Modified precise time step integration method of structural dynamic analysis. In: Earthquake Engineering and Engineering Vibration, v. 4, n. 2 (Dezember 2005). (2005):
- On precise time integration method for non-classically damped MDOF systems. In: Earthquake Engineering and Engineering Vibration, v. 5, n. 1 (Juni 2006). (2006):
- An off-and-towards-equilibrium strategy for vibrational control of structures. In: Earthquake Engineering and Engineering Vibration, v. 5, n. 2 (Dezember 2006). (2006):
- Damage detection of RC beams based on experiment and analysis of nonlinear dynamic characteristics. In: Construction and Building Materials, v. 29 (April 2012). (2012):
- Development of a seismic design method based on response spectra for building structures. In: Frontiers of Architecture and Civil Engineering in China, v. 1, n. 2 (Mai 2007). (2007):