Prof. ZHOU Dong-hua
Prof. ZHOU Dong-hua
Email：806029639@qq.com
Academic Qualifications
1976.09-1980.07, BEng, Chongqing Institute of Architectural Engineering Department of Civil Engineering (Civil engineering)
1990.09-1993.09, MEng,Germany Kaiserslautern University Department of Civil Engineering received Diplom-Ingeniuer degree
1993.09-1998.10, PhD,Germany Kaiserslautern University Department of Civil Engineering received Doctor-Ingeniuer degree
Working Experience
2003.7 To date, Kunming University of Science and Technology professor and doctoral tutor.
2002.01-2003.07, Elz & Zhou Design Consulting Company Partner and Technical Leader.
2000.07-2002.01, Jagsch design and engineering consulting firm, engaged in housing and bridge structure design and trial work.
1998.10-2000.07, TU Kaiserslautern, Germany Postdoctoral Research in Civil Engineering (DFG Project).
1989.10-1990.09, As a visiting scholar sent by the state to the German Kaiserslautern University (TU Kaiserslautern), a year later to stay in school to continue to study and work.
1980.08-1989.09, Yunnan Design Institute engaged in structural design work.
Research Fields
1.Study on Calculation Method of Bearing Capacity of Composite Beams with Tunnel.
2.Development of new type of cutting connector.
3.Research on Semi - rigid Joint Node.
4.Study on Calculation Method of Shear Strength of Interface Board.
5.Study on Calculation Method of Shrinkage and Creep of Composite Beams.
6.Study on Calculation Method of Concrete Structure Design.
7.Study on the Stabilization and Second - order Calculation of High - rise Building Structures.
Part-time Academic Job
1. Yunnan Institute of Mechanics
2. Yunnan Translation Association
3. National Natural Science Foundation of China
4. Yunnan Province Civil Engineering Society of steel structure professional committee
5. Yunnan Province and Kunming City evaluation experts
6. Yunnan Provincial Science and Technology Department of professional assessment experts
7. Yunnan Province audit hall professional consulting experts
Research Fundings
1.National Natural Science Foundation of China:Study on Shear Capacity of Composite Beams with Webs (Item Number:0778086)
2.National Natural Science Foundation of China: Study on Mechanical Behavior and Bearing Capacity of Continuous Composite Beam with Web Cavity (Item Number: 51268022)
3. National Natural Science Foundation of China:Theoretical and Experimental Study on Creep and Shrinkage Effects of Steel - Concrete Composite Beams.(Item Number:51468026)
4. National Natural Science Foundation of China:Study on lateral weight and torsion critical weight ratio of concrete structures.(Item Number:5166802)
5.Ministry of Education Doctoral Fund: (Item Number:20095314110008)
6.Ministry of Education: (Item Number:2005755)
7.Natural Science Foundation of Yunnan Province: (Item Number:2006E0024M)
Honors and Awards
1. The first batch of Yunnan Province to introduce high-level overseas talent (Hundred Talents Program)
Academic Achievements
Papers:
[1] ZHOU Donghua.Precise and Approximate Methods to Calculate Shrinkage and Creep Effects of Simply-Supported Composite Beam[J].Journal of Southwest Jiaotong University.2015.1018-1024.
[2] ZHOU Donghua.EXPERIMENTAL STUDY ON PLASTIC HINGE AND INTERNAL FORCE REDISTRIBUTION OF CONTINUOUS STEEL-CONCRETE COMPOSITE BEAMS WITH WEB OPENINGS[J].Engineering Mechanics.2015.123-131.
[3]ZHOU Donghua.Experimental Study on Shear Bearing Behavior of Continuous Steel-Concrete Composite Beams with Web Openings[J].Journal of Southwest Jiaotong University.2015.648-655.
[4]ZHOU Donghua.GRAPH ALGORITHM ON STABILITY PROBLEM OF REINFORCED CONCRETE COLUMNS[J].Engineering Mechanics.2015.106-113,137.
[5]ZHOU Donghua.Graph Algorithm on Normal Section Bearing Capacity of RC Circular MembersChina[J]. Journal of Highway and Transport.2015.51-58,66.
[6]ZHOU Donghua.Practical Calculation of Creep Stress Redistribution on Composite Beams Based on Internal Forces Distribution Method[J].Journal of Sichuan University(Engineering Science Edition).2014.58-65.
[7]ZHOU Donghua.Experimental Study on Shear Behavior of Composite Beams with Web Opening Under Negative Moment[J].Journal of Sichuan University(Engineering Science Edition).2014.46-52.
[8]ZHOU Donghua.ANALYTICAL METHOD TO DETERMINE ELASTO-PLASTIC MOMENT-CURVATURE RELATIONSHIP OF BENDING SECTION [J].Engineering Mechanics.2014.175-182.
[9]ZHOUDonghua.UNIVERSAL CHARTS FOR DETERMINING THE EFFECTIVE LENGTH OF COMPRESSION COLUMNS [J].Engineering Mechanics.2014.154-160,174.
[10]ZHOU Donghua.Optimal Arrangement of Shear Connectors for Composite Beams Based on Finite Element Method[J]. Journal of Basic Science and Engineering.2014.512-524.
[11]ZHOU Donghua.CALCULATION AND ANALYSIS OF INTERFACE SLIP OF COMPOSITE BEAMS [J].Engineering Mechanics.2013.162-167,174.
[12]ZHOU Donghua.EXPERIMENTAL STUDY ON SHEAR STRENGTH OF STEEL-CONCRETE COMPOSITE BEAMS WITH WEB OPENING[J].Engineering Mechanics.2013.297-305.
[13]ZHOU Donghua.THEORETICAL STUDY ON ULTIMATE BEARING CAPACITY OF COMPOSITE BEAMS WITH REINFORCED WEB OPENING [J].Engineering Mechanics.2013.138-146,152.
[14]ZHOU Donghua.Effective Stiffness Method for Calculation of Deflection of Composite Beams[J].Journal of Southwest Jiaotong University.2011.541-546.
[15]ZHOU Donghua.A METHOD FOR CALCULATION OF STRESS OF COMPOSITE BEAMS WITH ELASTIC SHEAR CONNECTIONS[J].Engineering Mechanics.2011.157-162.
[16]ZHOU Donghua.A NEW METHOD FOR THE CALCULATION OF REINFORCEMENT OF CONCRETE:GENERAL DIMENSIONLESS DESIGNING DIAGRAM[J].Engineering Mechanics.2011.165-172.
[17]ZHOU Donghua.A NEW kh0-METHOD FOR CALCULATION OF DOUBLY REINFORCED CONCRETE BEAM[J].Engineering Mechanics.2008.188-192.
[18]ZHOU Donghua.A NEW kh0-METHOD FOR CALCULATION OF SINGLY REINFORCED CONCRETE BEAM[J].Engineering Mechanics.2007.106-112.
[19] ZHOU Donghua.New procedure for determining the moment-curvature relationship of a reinforced concrete section[J].Magazine of Concrete Research.2015.121-132.
[20] ZHOU Donghua. Novel two-node linear composite beam element with both interface slip and shear deformation into consideration: Formulation and validation[J]. International Journal of Mechanical Sciences.2014.110-119.
[21] ZHOUDonghua.Beitrag zur Berechnung von Verbundträgern mit elastischem Verbund -genaue Methode und ein Näherungsverfahren[J]. Stahlbau.2014.278-288.
[22] ZHOUDonghua. Besonderheiten von Durchlaufträgern mit Stegöffnungen[J]. Stahlbau.2004. [23]ZHOUDonghua. Tragverhalten von Einfeldverbundträgern mit Stegöffnungen[J]. Stahlbau.2004.170-174.
[23] ZHOUDonghua. Ein Rechenverfahren für Verbundträgern mit Stegöffnungen‐(Teil 2)[J]. Stahlbau.2003.744-747.
[24] ZHOUDonghua. Ein Rechenverfahren für Verbundträgern mit Stegöffnungen‐(Teil 1)[J]. Stahlbau.2003.626-634.
Books Involved:
[1]. Beitrag zum Tragverhalten und zur Entwicklung der Rechenmodelle von Verbundträgern mit Stegöffnungen Shaker-VerlagPress (Germany)，2003，ISBN: 3-8322-1198-5.
[2]. Auswirkung der Verformbarkeit der Verbundmittel und Teilverbundes auf das Tragverhalten und die Tragfähigkeit von Verbundträgern mit Querschnittssprüngen, Shaker-VerlagPress (Germany)，2004，ISBN: 3-8322-1239-6.
[3].Study on the second - order elastic - plastic calculation method of reinforced concrete columns, Science Press，2016，ISBN：9787030519245.
Patent:
[1]. Cut the connector（201010103361.0）
[2]. Shear connection（201010103492.9）
