CHEN Sheng-nian.Numerical Analysis of Converting Simply-supported Beams into Continuous Beams for Strengthening Old Bridges with Self-stressing Method[D].Dalian:Dalian University of Technology,2007.
[2]
CHEN Shan-qin,MA Wen-yan.Characteristics of Simply Supported-continuous Bridge and Mechanical Analysis of Single and Dual Prop[J].Journal of Chongqing Jiaotong University:Natural Science,2007,26(S):14-17,21.
[3]
CHEN Qiang.The Prototype Bridge Investigation and FEM Simulative Research of Simply Supported-continuous System[D].Hangzhou:Zhejiang University,2002.
[4]
ZHOU Wang-hua.Modern Concrete Composite Structure[M].Beijing:China Architecture and Building Press,1998:123-129.
[5]
JTG D62—2004,Code for Design of Highway Re-inforced Concrete and Prestressed Concrete Bridges and Culverts[S].
[6]
HE Hua-nan,HUANG Cheng-kui.Calculation of Tensile Strength of Self-stressing Concrete Reinforced with Steel Bar and Fiber[J].Journal of Building Materials,2002,5(1):32-36.
[7]
HE Hua-nan,HUANG Cheng-kui.Experimental Research on Stress-strain Full Curve of Steel Fiber Re-inforced Self-stressing Concrete in Tension[J].Jour-nal of Dalian University of Technology,2004,44(5):710-713.
[8]
ACI 318M-05,Building Code Requirements for Structural Concrete and Commentary[S].
[9]
ZHAO Shun-bo,YANG Xiao-ming,LI Xiao-ke,et al.Experimental Study on Deterioration Concrete Strength Under Different Sub-high Temperature Cyc-les[J].Journal of Wuhan University of Technology:Materials Science,2006,21(S1):53-57.
DILEK U.Ultrasonic Pulse Velocity in Nondestructive Evaluation of Low Quality and Damaged Concrete and Masonry Construction[J].Journal of Performance of Constructed Facilities,2007,21(5):337-344.