Citation: | Xue Weichen, Zhang Shulu, Gong Chunyan. PROGRESS ON FIRE RESISTANCE OF PRESTRESSED CONCRETE STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(12): 60-64. doi: 10.13204/j.gyjz200612017 |
范进.无粘结预应力混凝土结构的抗火研究:[博士学位论文].南京:东南大学,2001
|
[2] Gustaferro A H.Design of Prestressed Concrete for Fire Resistance.PCI Journal,1973,18(2):102-116
|
[3] Joseph T R,Son L.Report on Unbonded Post-Tensioned Prestressed,Reinforced Concrete Flat Plate Floor with Expanded Shale Aggregate.ACI Journal,1968,13(2):45-56
|
[4] Abrams M S,Curz C R.The Behaviors at High Temperature of Strand for Prestressed Concrete.PCA Journal Research and Development Laboratories,1961,3(3):8-19
|
[5] Krishnamoorthy S,England G L,Yu C W.The Behavior of Prestressed Concrete Portal Frames as Influenced by Creep and Temperature.Magazine of Concrete Research,1971,23(74):23-26
|
[6] 陆洲导,李刚,许立新,等.有粘结与无粘结预应力混凝土框架结构抗火性能比较研究.建筑结构,2004,34(4):35-38
|
[7] 范进,吕志涛.高温(火灾)下预应力钢丝性能的试验研究.建筑技术,2001,32(12):833-834
|
[8] 沈蓉,凤凌云,戎凯.高温(火灾)后钢筋力学性能的评估.四川建筑科学研究,1991(2):5-9
|
[9] 郑文忠,许名鑫,王英.钢筋混凝土及预应力混凝土材料抗火性能.哈尔滨建筑大学学报,2002,35(4):6-10
|
[10] Saafi M.Effect of Fire on FRP Reinforced Concrete Members.Journal of Composite Structure,2002(58):11-20
|
[11] 李小红,沈玉根,程超.高温(火灾)后预应力混凝土受弯构件的抗裂度及强度.工程力学,1996(增刊):92-97
|
[12] 高立堂,董毓利,袁爱民.无粘结预应力混凝土板火灾后的试验研究.建筑技术,2003,34(12):920-921
|
[13] 高立堂,董毓利,袁爱民.无粘结预应力混凝土连续板边跨受火试验研究.建筑结构学报,2004,25(2):118-123
|
[14] 李刚,陆洲导,许立新.无粘结预应力混凝土框架火灾下的温度反应分析.四川建筑科学,2004,30(1):4-6
|
[15] 陆洲导,李刚,许立新.无粘结预应力混凝土框架火灾下结构反应分析.土木工程学报,2003,36(10):30-35
|
[16] 洪涛,许立新,陆洲导,等.无粘结预应力混凝土框架的火灾试验.火灾科学,2002,11(1):57-62
|