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3. Results of Standard Tests on Strength and Workability of Light-Weight Concrete : Study on Light-Weight Concrete-Part 3

机译：3.标准试验结果对轻型混凝土的强度和可加工性：轻量级混凝土第3部分研究

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Kazuhisa Shirayama;
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年度 1954
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1. Mathematical model for complete stress—strain curve prediction of normal, light-weight and high-strength concretes [J] . A. A. Tasnimi Magazine of Concrete Research . 2004,第1期

机译：完全应力的数学模型-普通，轻质和高强度混凝土的应变曲线预测
2. The dividing strength of lightweight aggregate concrete and the packing strength of light-weight aggregate [J] . Tsong Yen, How-Ji Chen, Yue-Lin Huang, Journal of the Chinese Institute of Engineers . 1998,第5期

机译：轻骨料混凝土的分割强度和轻骨料的包装强度
3. Test study on the impact resistance of steel fiber reinforced full light-weight concrete beams [J] . Yang Yanmin, Wang Yunke, Chen Yu, Earthquake and structures: An International journal of earthquake engineering & earthquake effects on structures . 2019,第6期

机译：钢纤维增强全轻型混凝土梁抗冲击性的试验研究
4. CHARACTERISTICS OF LIGHT-WEIGHT CONCRETE MANUFACTURED FROM ARTIFICIAL ULTRA LIGHT-WEIGHT AGGREGATES USING COAL FLY ASH [C] . J.Terukina, J.Kumamoto International symposium on Use and Management of Coal Combustion Products . 1998

机译：使用煤粉煤灰从人工超轻重聚集体制造的轻质混凝土特性
5. Performance characteristics and failure mechanism of structural light-weight vs. normal-weight concrete materials. [D] . Khan, Mahboob. 1990

机译：结构轻质与普通重量混凝土材料的性能特征和破坏机理。
6. Cement Equivalence of Metakaolin for Workability Cohesiveness Strength and Sorptivity of Concrete [O] . J.J. Chen, Q.H. Li, P.L. Ng, 2020

机译：偏高岭土对混凝土的可加工性粘结性强度和吸附性的水泥当量
7. STUDY ON SEISMIC PERFORMANCE OF REINFORCED CONCRETE MEMBERS USING HIGH-STRENGTH LIGHT-WEIGHT CONCRETE : Deformation capacity and strength of the members influenced by flexural performance [O] . Toshiyuki KANAKUBO, Yasuhisa SONOBE 1992

机译：钢筋混凝土用高强度混凝土抗震性能研究：弯曲性能影响的变形能力和力量
8. Short-Term Mechanical Properties of High-Strength Light-Weight Concrete [R] . Morales, S. M. 1982

机译：高强轻质混凝土的短期力学性能

3. Results of Standard Tests on Strength and Workability of Light-Weight Concrete : Study on Light-Weight Concrete-Part 3

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