Network


Latest external collaboration on country level. Dive into details by clicking on the dots.

Hotspot


Dive into the research topics where Sun Li-min is active.

Publication


Featured researches published by Sun Li-min.


PROCEEDINGS OF THE 2ND INTERNATIONAL SYMPOSIUM ON COMPUTATIONAL MECHANICS AND THE 12TH INTERNATIONAL CONFERENCE ON THE ENHANCEMENT AND PROMOTION OF COMPUTATIONAL METHODS IN ENGINEERING AND SCIENCE | 2010

Judging Criterion of Controlled Structures with Closely Spaced Natural Frequencies

Xie Faxiang; Sun Li-min

The structures with closely spaced natural frequencies widely exist in civil engineering; however, the judging criterion of the density of closely spaced frequencies is in dispute. This paper suggests a judging criterion for structures with closely spaced natural frequencies based on the analysis on a controlled 2‐DOF structure. The analysis results indicate that the optimal control gain of the structure with velocity feedback is dependent on the frequency density parameter of structure and the maximum attainable additional modal damping ratio is 1.72 times of the frequency density parameter when state feedback is applied. Based on a brief review on the previous researches, a judging criterion related the minimum frequency density parameter and the required mode damping ratio was proposed.


PROCEEDINGS OF THE 2ND INTERNATIONAL SYMPOSIUM ON COMPUTATIONAL MECHANICS AND THE 12TH INTERNATIONAL CONFERENCE ON THE ENHANCEMENT AND PROMOTION OF COMPUTATIONAL METHODS IN ENGINEERING AND SCIENCE | 2010

On Controllability of Structures with Closely Spaced Natural Frequencies Based on Perturbation Analysis

Xie Faxiang; Sun Li-min

His paper investigated the influence of frequency intensity parameters on the controllability of structures with closely‐spaced natural frequencies. The perturbation equations were established for a closed‐loop system to study the relationship between frequencies, mode damping ratios and perturbation parameters. The calculation results showed that the damping ratios of two modes are decreasing as the decreasing of intensity parameter values of the structure with closely spaced natural frequencies, indicating that the controllability of corresponding modes was losing. The uncertainties in mass and stiffness matrices were also discussed in this paper.


Journal of Tongji University | 2006

Complex Modal Analysis of a Taut Cable with Three-Element Maxwell Damper

Sun Li-min


Chinese Quarterly of Mechanics | 2008

Parameter Optimization of Damper with Stiffness for Stay Cable

Sun Li-min


Journal of Tongji University | 2012

Statistic Model of Vehicle Loads for Highway Bridges

Sun Li-min


Journal of Tongji University | 2010

Vulnerability Analysis of Cable-stayed Bridge Due to Cable Failures

Sun Li-min


Structural Engineers | 2009

Design of FBG-Based Accelerometer with High Sensitivity and Temperature Self-Compensation

Sun Li-min


Journal of Tongji University | 2006

Vibration Control of Steel Tower of Large Span Cable-Stayed Bridge Under Construction

Sun Li-min


Acta Aerodynamica Sinica | 2014

Large-eddy simulation of fully developed turbulent flow over a wavy surface

Sun Li-min


Engineering mechanics | 2012

EQUIVALENT MODEL OF STAY CABLE WITH A DAMPER FOR EXPERIMENTAL STUDY

Sun Li-min

Collaboration


Dive into the Sun Li-min's collaboration.

Top Co-Authors

Avatar
Top Co-Authors

Avatar
Researchain Logo
Decentralizing Knowledge