英国威廉希尔体育公司_WilliamHill-中文官网

Content
Li Shaoquan
Publish Date:2015/06/11 Views:


 

Gender: Male

Degree: Master of Engineering

Title: Professor

Research Interests: SCC Structure, Concrete Structure, High-rise Building Structure

Courses Taught: Design Principle of Concrete Structure Design, Design of Concrete and Masonry Structures

Office: 505

Tel(O): 2184521

Email: lsq@xmu.edu.cn

Education Background1985.7~1987.7, Tsinghua University, Postgraduates.

Professional Experience:

1999.9~Now, College of architecture and civil engineering, Xiamen University, Professor, Associate Professor

1987.7~1999.8, Department of Civil Engineering, Yantai University, Associate Professor, Assistant Professor

Honors and Awards:

2012. Outstanding communist of Xiamen University

2010. Distinguished Teacher of Xiamen University

2006. Three Prize of Fujian Excellent Academic Thesis of Natural Science

2001. Xiamen University Teaching and Educating Teachers

Research Grants:

1.      Mechanism of Injury Disaster Dynamic Rheological Weak Rock under Dynamic Stress Field and Seepage Field Coupling Effect

2.      Long-term Effects of Axial Load on the Mechanical Properties of SCC Columns

3.      Construction of Urban Earthquake Disaster Emergency Scientific Decisions Based on Government and Enterprises Operating Mode

4.      Reinforced Concrete Frame Beam Torsion Properties of Coordination

Publications (Journal Articles, Books and Translated Books)

1.      Universal Superposition Method for Calculating Bending Strength of Unsymmetrically SCC Column. Proceedings of the International Symposium on Innovation & Sustainability of Structures in Civil Engineering, China Southeast University Press. 2011.10.

2.      Approximate Calculation of the Internal Force Redistributions of Frame-Wall Structures Under Seismic Effects. China Civil Engineering Journal 2005. 38(2) (In Chinese)

3.      Superposition Method for Calculating Bending Capacity on Normal Section of Beam with Steel Skeleton and Bars Reinforced Concrete. China Civil Engineering Journal 2004. 37(7) (In Chinese)

4.      The Universal Superposition Method for Calculating Bending Strength of Concrete Encased Composite Beam. Proceedings of the Third International Conference on Earthquake Engineering, China Water-power Press 2004.9.

5.      Secant Stiffness Analysis Method of R. C. High-rise Building Structures Under Seismic Actions. China Civil Engineering Journal 2003. 36(8) (In Chinese)

6.      Strength Analysis of Space Reinforced Concrete Frame at Arbitrary Angle of Seismic Action. Building Structure 2003, 33(2) (In Chinese)

7.      The Universal Superposition Method for Calculating Bending Flexural Strength of SRC Column. Journal of Building Structures 2002, 2002, 23(3) (In Chinese)

8.      Influence of Highness of Walls on Seismic Effect of Highrise Frame-Wall Structures. Industrial Construction 2002, 32(11) (In Chinese)

9.      Experimental Research on Slab and Wall Frame with Unbounded Prestressing in the slab. Building Structure 2001, 33(5) (In Chinese)

10.  Simplified Analysis of Elastic Buckling in Rigid Frame with Lateral Restraint. Steel Constructing 1999,14(4) (In Chinese)

11.  Simplified Analysis of Lateral Elastic Buckling in Rigid Frame. Steel Constructing 1999,14(2) (In Chinese)

12.  Simplified Calculation of Second Order Effects in Structures. Building Structure 2001, 28(9) (In Chinese)

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