论文信息 - Continuous Unbonded Post-Tensioned Members: Quantifying Strand Stress Increase - 字舞流文

Continuous Unbonded Post-Tensioned Members: Quantifying Strand Stress Increase

Philip D. Six | P. Six

[1] K Close,et al. AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS COMPUTER SYSTEMS INDEX , 1976 .

[2] Finley A. Charney,et al. Tests of One-Way Post-Tensioned Slabs With Unbonded Tendons , 1978 .

[3] Matthew R. Eatherton,et al. Behavior of Post-Tensioning Strand Systems Subjected to Inelastic Cyclic Loading , 2016 .

[4] Alan H. Mattock,et al. COMPARATIVE STUDY OF PRESTRESSED CONCRETE BEAMS, WITH AND WITHOUT BOND (PART 1) , 1971 .

[5] Antoine E. Naaman,et al. Prestressed Concrete Analysis and Design Fundamentals , 1982 .

[6] Jack P. Moehle,et al. "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318-11) AND COMMENTARY" , 2011 .

[7] L.-H. Lee,et al. Ultimate stress of unbonded tendon in continuous members , 2003 .

[8] Ned H. Burns,et al. EFFECTIVE PRESTRESS FORCE IN CONTINUOUS POST-TENSIONED BEAMS , 1991 .

[9] Maher K. Tadros,et al. STRESS-STRAIN MODELING OF 270 KSI LOW-RELAXATION PRESTRESSING STRANDS , 1992 .

[10] Mark F. Green,et al. TENDON STRESS IN CONTINUOUS UNBONDED PRESTRESSED CONCRETE MEMBERS - PART 1: REVIEW OF LITERATURE , 1998 .

[11] Michael E. Kreger,et al. Stresses in External Tendons at Ultimate , 2005 .