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MACROMODEL TO EVALUATE ULTIMATE STRENGTH AND DEFLECTION FOR BEAM IN UNBONDED PRECAST PRESTRESSED CONCRETE FRAME

机译：Macromodel在未粘合预制预应力混凝土框架中评估光束的极限强度和偏转

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Sunghoon SONG; Kiwoong JIN; Kazuhiro KITAYAMA;
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1. Detailed evaluation of the ultimate flexural states of beams in unbonded precast prestressed concrete frames [J] . Jin Kiwoong, Song Sunghoon, Kitayama Kazuhiro, Bulletin of earthquake engineering . 2019,第3期

机译：未粘附预制预应力混凝土框架中梁极限弯曲状态的详细评价
2. Studies on the static behaviors of unbonded prestressed steel reinforced low- strength concrete rectangular frame beams [J] . Xiong Xueyu, Yao Gangfeng Engineering Structures . 2018,第SEPa15期

机译：无粘结预应力钢骨低强度混凝土矩形框架梁的静力性能研究
3. Flexural behaviour of precast segmental concrete beams internally prestressed with unbonded CFRP tendons under four-point loading [J] . Le Tan D., Pham Thong M., Hao Hong, Engineering Structures . 2018,第AUGa1期

机译：四点荷载作用下无粘结CFRP筋内部预应力分段混凝土梁的抗弯性能
4. Research on Stress Increase of Unbonded Tendons at Ultimate in Prestressed Concrete Continuous Beams [C] . Xiaodong Wang, Wenzhong Zheng, Ying Wang International Conference on Civil Engineering, Architecture and Building Materials . 2012

机译：预应力混凝土连续梁极限筋压力增加的研究
5. Truss model for predicting tendon stress at ultimate in unbonded partially prestressed concrete beams. [D] . Gilliland, James Andrew. 1994

机译：桁架模型，用于预测无粘结部分预应力混凝土梁最终的腱应力。
6. Structural Safety Evaluation of Precast Prestressed Concrete Deck Slabs Cast Using 120-MPa High-Performance Concrete with a Reinforced Joint [O] . Jae-Hyun Bae, Hoon-Hee Hwang, Sung-Yong Park 2019

机译：用120 MPa高性能钢筋混凝土浇筑的预制预应力混凝土桥面板的结构安全性评估
7. EVALUATION OF ULTIMATE STRENGTH AND ROTATION ANGLE FOR UNBONDED POST-TENSIONED PRECAST CONCRETE BEAMS BY USING SECTION ANALYSIS [O] . Makoto MATSUMORA, Takeaki KOSHIKAWA, Masaru KIKUCHI 2014

机译：用截面分析评估未粘附后张紧的预制混凝土梁的极限强度和旋转角度
8. Ultimate Load Carrying Capacity of Unbonded Prestressed Reinforced Concrete Beams [R] . Ganwei, C., Nielsen, M. P., Janos, K. 1990

机译：无粘结预应力钢筋混凝土梁的极限承载力

MACROMODEL TO EVALUATE ULTIMATE STRENGTH AND DEFLECTION FOR BEAM IN UNBONDED PRECAST PRESTRESSED CONCRETE FRAME

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