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The Analysis of Deflections of Pre-stressed Reinforced Concrete Beams Exposed to Short Duration Uniform Loading

机译：短时均布荷载下预应力钢筋混凝土梁的挠度分析

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Panfilov Denis A.; Pischulev Alexander A.;
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1. Deflection analysis of reinforced concrete beams strengthened with carbon fibre reinforced polymer under long-term load action [J] . Mykolas Daugevi?ius, Juozas Valivonis, Gediminas Mar?iukaitis Journal of Zhejiang University. Science, A . 2012,第8期

机译：长期负荷作用下碳纤维增强聚合物加固钢筋混凝土梁的挠度分析
2. Deflection analysis of reinforced concrete beams strengthened with carbon fibre reinforced polymer under long-term load action [J] . Mykolas DAUGEVICIUS, Juozas VALIVONIS Gediminas, MARCIUKAITIS 浙江大学学报：A卷英文版 . 2012,第008期

机译：长期荷载作用下碳纤维增强聚合物加固钢筋混凝土梁的挠度分析
3. Deflection analysis of reinforced concrete beams strengthened with carbon fibre reinforced polymer under long-term load action [J] . Mykolas DAUGEVI(C)IUS, Juozas VALIVONIS, Gediminas MAR(C)IUKAITIS 浙江大学学报（英文版）（A辑：应用物理和工程） . 2012,第008期

机译：碳纤维增强聚合物加固混凝土梁在长期荷载作用下的挠度分析
4. The analysis of deflections of pre-stressed reinforced concrete beams exposed to short duration uniform loading [C] . Denis A. Panfilov, Alexander A. Pischulev R-S-P Seminar on Theoretical Foundation of Civil Engineering (24RSP) . 2015

机译：预应力钢筋混凝土梁暴露于短持续时间均匀负载的偏转分析
5. Long Term Deflection of Reinforced Concrete Beams Subject to Sustained Loads [D] . Walkup, Stephanie Lynne. 2018

机译：承受持续荷载的钢筋混凝土梁的长期挠度
6. Effectiveness of Reinforcing Bent Non-Uniform Pre-Stressed Glulam Beams with Basalt Fibre Reinforced Polymers Rods [O] . Agnieszka Wdowiak, Janusz Brol 2019

机译：玄武岩纤维增强聚合物棒加固弯曲的非均匀预应力胶合木梁的效果
7. The Methodology for Calculating Deflections of Reinforced Concrete Beams Exposed to Short Duration Uniform Loading (Based on Nonlinear Deformation Model) [O] . Panfilov Denis A., Pischulev Alexander A. 2014

机译：短期均布荷载下钢筋混凝土梁挠度的计算方法（基于非线性变形模型）
8. NONLINEAR ANALYSIS OF REINFORCED CONCRETE STRUCTURES EXPOSED TO TRANSIENT LOADING [R] . Karl Vincent Hoiseth 1992

机译：作者：郝建国，王汝传，工程力学ENGINEERING mECHaNICs瞬态加载下钢筋混凝土结构的非线性分析

The Analysis of Deflections of Pre-stressed Reinforced Concrete Beams Exposed to Short Duration Uniform Loading

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