A Study of Limiting Values for Minimal Ratio of Longitudinal Tensile Reinforcement in Non-seismic Reinforced Concrete Beams

Home > Archive>Volume 25, Issue 2, 2003 >37-42. DOI:10.11835/j.issn.1674-4764.2003.02.008

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A Study of Limiting Values for Minimal Ratio of Longitudinal Tensile Reinforcement in Non-seismic Reinforced Concrete Beams
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                        10.11835/j.issn.1674-4764.2003.02.008
                    
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谭周玲余瑜傅剑平白绍良.非抗震梁受拉钢筋最小配筋率取值分析与建议[J].土木与环境工程学报（中英文）,2003,25(2):37~42

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