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李少泉
发布时间:2015年06月11日 23:03 点击数:

姓名;李少泉

部门:土木系

职称:教授

简历:  男,山西省原平市人,教授,硕士生导师,一级注册结构工程师。1987年毕业于清华大学土木工程系,获工学硕士学位,1980-1984在山西省第五建筑工程公司工作,任工长、技术员;1987-1999在烟台大学土木系任教,任助教,讲师,副教授;1999-今在厦门大学彩天下app任教,任副教授,教授。

研究方向与教学领域:

  主要研究方向:钢骨混凝土结构计算理论, 钢筋混凝土结构设计理论,高层钢筋混凝土结构抗震设计理论,结构稳定设计理论,无粘结预应力混凝土结构抗震性能等。

  教学领域:混凝土结构,高层建筑结构,工程结构抗震,结构力学,结构概念设计,工程结构事故分析与处理,钢筋混凝土结构设计理论,建筑师结构构思等。

科研项目:  主持或参与国家自然科学基金项目、教育部结构工程与振动开放实验室研究基金项目、省自然科学基金项目、厦门市建设科技计划项目等多向项科研任务。负责并参与20余幢建筑结构设计、结构鉴定与加固设计。近期代表性项目:

1.        国家自然科学基金:动应力场与渗流场耦合作用下软弱岩土动态流变损伤致灾机理研究

2.        福建省自然科学基金:轴向长期荷载对钢骨混凝土柱力学性能的影响研究。

3.        福建省科技计划软科学项目:基于政府和企事业单位运行模式科学构建城市地震灾害应急决策。

4.           厦门市科技计划项目:钢筋混凝土框架边梁协调扭转性能研究。

论文专著:
在国内外学术杂志上发表论文30余篇。代表性论文如下:

 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.      高层框架-抗震墙结构在地震作用下内力重分布的近似计算. 土木工程学报 2005. 38(2)

3.      钢骨混凝土梁正截面承载力计算的叠加方法. 土木工程学报 2004, 37(7)

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.      钢筋混凝土多高层结构在地震作用下的割线刚度分析法. 土木工程学报2003, 36(8)

6.      空间钢筋混凝土框架结构的强度分析. 建筑结构2003, 33(2)

7.      钢骨混凝土柱正截面承载力计算的叠加方法. 建筑结构学报 2002, 23(3)

8.      墙体高度对高层框-剪结构的地震效应影响. 工业建筑 2002, 32(11)

9.      无粘结预应力板墙框架的试验研究. 建筑结构2001, 31(5)

10.  无侧移刚架弹性屈曲的简化分析. 钢结构1999,14(4)

11.  有侧移刚架弹性屈曲的简化分析. 钢结构1999, 14(2)

12.  结构二阶效应的简化分析. 建筑结构1998, 28(9)

荣誉获奖: 

《钢骨混凝土梁正截面承载力计算的叠加方法》获福建省自然科学优秀学术论文三等奖。

 2012年,厦门大学优秀共产党员

2010年,厦门大学第六届教学名师

2006年,福建省自然科学优秀学术论文三等奖。

 2001年,厦门大学教书育人教师

 

学术兼职:  中国土木工程学会会员

联系方式:

厦门大学彩天下app  邮编: 361005

E-mail: lsq@xmu.edu.cn

 

 

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)

 


Name: Shaoquan Li

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