Dr. Shengli Li Profile

Dr. Shengli Li

at Zhengzhou Univ

SPIE Involvement:

Author

Publications (6)

Proceedings Article | 6 May 2011 Paper

Microorganism index, physical, and chemical property of silt around pier in the typical area of yellow river

Shengli Li, Dawang Li, Nan Jiang, Yu Lu, Dongwei Wang

Proceedings Volume 7984, 798436 (2011) https://doi.org/10.1117/12.878684

KEYWORDS: Microorganisms, Bacteria, Corrosion, Water, Iron, Bridges, Liquids, Molecular bridges, Lithium, Chemistry

Read Abstract +

Proceedings Article | 20 April 2011 Paper

Galloping comparative analysis for transient main cables of suspension bridge during construction

Shengli Li, Gang Peng, Haiting Zhang, Huai Chen

Proceedings Volume 7983, 798336 (2011) https://doi.org/10.1117/12.880021

KEYWORDS: Bridges, Aerodynamics, Numerical modeling, Liquids, Lithium, Analytical research, Visualization, Civil engineering, Plating, Nondestructive evaluation

Read Abstract +

Proceedings Article | 18 April 2011 Paper

Feasibility research report of villa constructed of glass fiber reinforced concrete

Shengli Li, Yu Lu, Dongwei Wang

Proceedings Volume 7983, 79833T (2011) https://doi.org/10.1117/12.878576

KEYWORDS: Glasses, Cements, Resistance, Lithium, Corrosion, Structured optical fibers, Composites, Roads, Humidity, Civil engineering

Read Abstract +

Proceedings Article | 18 April 2011 Paper

Research status on aerodynamic interference effects of wind-resistant performance of pylon

Shengli LI, Yu Lu, Dongwei Wang, Huai Chen

Proceedings Volume 7983, 79833S (2011) https://doi.org/10.1117/12.878666

KEYWORDS: Aerodynamics, Bridges, Buildings, Numerical simulations, Wind measurement, Lithium, Civil engineering, Analytical research, Computer simulations, Numerical analysis

Read Abstract +

Proceedings Article | 18 April 2011 Paper

Research progress of microbial corrosion of reinforced concrete structure

Shengli Li, Dawang Li, Nan Jiang, Dongwei Wang

Proceedings Volume 7984, 798435 (2011) https://doi.org/10.1117/12.878573

KEYWORDS: Corrosion, Bacteria, Iron, Microorganisms, Calcium, Civil engineering, Oxygen, Analytical research, Oceanography, Chemistry

Read Abstract +

Proceedings Article | 3 April 2009 Paper

Parameters analysis for assistant cables of system for transient main cable and catwalk of long-span suspension bridges at construction stages

Shengli Li, Jinping Ou

Proceedings Volume 7286, 72860T (2009) https://doi.org/10.1117/12.817488

KEYWORDS: Bridges, Finite element methods, Vibration control, Control systems, Analytical research, Systems modeling, Civil engineering, Signal attenuation, Lithium, Visualization

Read Abstract +

On the basis of static, dynamic and transient analysis for the prestressing cable structures, the parameters to control the vibration of the system for transient main cables and catwalk of some long-span suspension bridge at the construction stages with the assistant cables are investigated adopting the method of the finite element considering the geometry nonlinearity. The review and prospect to control vibration with assistant cables are summarized, the finite element modeling of the system for transient main cables and catwalk is established, and the influence of the position of the assistant cables, disposed fashion and the tensile forces upon the critical frequencies of the system for transient main cables and catwalk is researched. At the same time, the effect of the damp and the tensile forces of the assistant cables on the equivalent damping ratio of the system for transient main cables and catwalk inside and outside the plane is studied and the effect to control the vibration of the system is analysed. In the end, the influence of the transformation for the tensile forces about assistant cables upon those of the transient main cables and catwalk is also investigated. Results show that, to increase the critical frequencies of the system, the assistant cables should be laid vertically with the main cables and be located in interim span or between the tower and interim span, and to increase the amount of the assistant cables can increase the critical frequencies ,and to increase the rigidities of the assistant cables can improve the ones of the transient main cables but decrease the anti-torsion ability of the catwalks, and to increase the damp of the assistant cables can improve the vibration of the transient main cables inside and outside the plane but the result is little outside the plane, and in addition the effect of the rigidities of the assistant cables is larger outside the plane but is little inside the plane. The results also show that the influence of the change of the tensile forces for the assistant cables upon those of the transient main cables and catwalk is very little.

Showing 5 of 6 publications

View contact details

UPDATE YOUR PROFILE

Is this your profile? Update it now.

Sign into your SPIE.org account

Don’t have a profile and want one?

Create an account on SPIE.org

Keywords/Phrases

Search In:

Publication Years