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Experimental and Analytical Investigation of Deformations and Stress Distribution in Steel Bands of a Two-Span Stress-Ribbon Pedestrian Bridge

机译：双跨应力 - 丝带行人桥梁钢带变形和应力分布的实验分析研究

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G. Sandovic; A. Juozapaitis; V. Gribniak;
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年度 2017
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1. Experimental and Analytical Investigation of Deformations and Stress Distribution in Steel Bands of a Two-Span Stress-Ribbon Pedestrian Bridge [J] . Sandovic G., Juozapaitis A., Gribniak V. Mathematical Problems in Engineering . 2017,第pta6期

机译：两跨应力带式人行天桥钢带变形与应力分布的试验与分析研究
2. Stress-Ribbon Pedestrian Bridges Supported by Arches [J] . JIRI STRASKY Concrete international . 2010,第5期

机译：拱支撑的应力带人行天桥
3. Evaluation of static response in stress-ribbon concrete pedestrian bridges [J] . Leonidas T. Stavridis Structural Engineering and Mechanics . 2010,第2期

机译：应力带混凝土人行桥静响应的评估
4. Stress-ribbon pedestrian bridges supported or suspended on arches [C] . JIRI STRASKY, GARY RAYOR Engineers Society of Western Pennsylvania Annual International Bridge Conference . 2007

机译：压力 - 丝带行人桥梁支持或悬挂在拱门上
5. Effects of prestressing on the structural behavior of stress-ribbon bridges and design of Popolopen Creek footbridge as a stress-ribbon bridge. [D] . Choi, Jeffrey. 2010

机译：预应力对应力带桥结构行为的影响以及作为应力带桥的Popolopen Creek人行桥的设计。
6. Experimental Investigation of Impact Concrete Slab on the Bending Behavior of Composite Bridge Girders with Sinusoidal Steel Web [O] . Marcin Górecki, Krzysztof Śledziewski 2020

机译：冲击混凝土板对正弦钢腹板组合梁弯曲性能的试验研究。
7. PRECISE EXPERIMENTAL RESULTS AND AN ANALYTICAL FORMULATION OF THE SUBSEQUENT PLASTIC DEFORMATION OF MILD STEEL SUBJECTED TO PRE-STRESSING [O] . Yoshio OHASHI, Koichiro KAWASHIMA, Susumu NAGAHIKO 1975

机译：精确的实验结果和后续钢的后续塑性变形的分析制剂进行预应力
8. Experimental and Analytical Study of a Two-Span Post-Tensioned Bridge Slab [R] . Roschke, P. N., Pruski, K. R., Smith, C. D. 1992

机译：双跨后张拉桥板的试验与分析研究

Experimental and Analytical Investigation of Deformations and Stress Distribution in Steel Bands of a Two-Span Stress-Ribbon Pedestrian Bridge

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