Estimating double tuned mass dampers for structures under ground acceleration using a novel optimum criterion

By Chunxiang Li, Bilei Zhu. 2006

80 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Mechanical Engineering

View Paper: https://www.semanticscholar.org/paper/323626307f779e925002cf6ae4ae94d062278f65

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Civil and Structural Engineering

1. Fan Yang
2. Vasant Matsagar
3. Ramin Sedaghati
4. Said Elias
5. Ebrahim Esmailzadeh

In Mechanical Engineering

1. Fan Yang
2. Vasant Matsagar
3. Ramin Sedaghati
4. Said Elias
5. Ebrahim Esmailzadeh

Citations in the corpus

• Research developments in vibration control of structures using passive tuned mass dampers (2017, background): “Li and Zhu (2006) reported that the double tuned mass dampers were significantly better than the MTMDs. Li and Ni (2007) reported that optimized non-uniformly distributed MTMDs were more effective and robust as compared to the traditional optimal uniformly distributed MTMDs. Han and Li (20 06, 20…”
• Improvement of tuned mass damper by using rotational inertia through tuned viscous mass damper (2013, unknown): “Li and Zhu [11] conducted research on the performance of a DTMD using a novel optimum criterion.”
• Vibration suppression of structures using tuned mass damper technology: A state-of-the-art review (2021, methodology): “Li and Zhu (2006) used the dynamic magnification factors (DMFs), which represent the magnitude of the structural response, as the optimization criterion to optimally design the CTMD system for SDOF main structures.”