Harajli M,Khairallah N,Nassif H.Externally Prestressed Members:Evaluation of Second-Order Effects.Journal of Structural Engineering,ASCE,1999,125(10):1151~1161
[3]
Tan Kiang-hwee,Ng Chee-Khoon.Effects of Deviators and Tendon Configuration on Behavior of Externally Prestressed Beams.ACI Structural Journal,1997,94(1):13~22
[4]
Nihal Ariyawardena,Amin Ghali.Prestressing with Unbonded Internal or External Tendons:Analysis and Computer Model.Journal of Structure Engineering,ASCE,2002,128(2):1493~1501
[5]
牛斌.体外预应力混凝土梁极限状态分析.土木工程学报,2000,33(3):7~15
[6]
孙海,黄鼎业,易法安.体外预应力连续梁受弯性能的非线性分析.结构工程师,1999(4):6~11
[7]
Wu Xiaohan,Lu Xilin.Tendon Model for Nonlinear Analysis of Externally Prestressed Concrete Structures.Journal of Structure Engineering ASCE 2003,129(1):96~104