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Elastic and inelastic seismic response comparison of reinforced concrete buildings with normal resistance concrete and with high resistance concrete

机译：具有常电压混凝土耐钢筋混凝土建筑的弹性和非弹性地震响应比较及高抗性混凝土

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J. A. Avila; D. Rivera;
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年度 2006
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1. Analytical Model for Predicting Response and Flexure-Shear Resistance of Composite Beams Combining Reinforced Ultrahigh Performance Fiber-Reinforced Concrete and Reinforced Concrete [J] . Talayeh Noshiravani, Eugen Bruehwiler Journal of structural engineering . 2014,第6期

机译：增强超高性能纤维混凝土与钢筋混凝土组合梁的响应及抗弯剪强度的预测分析模型
2. Structural Resistance of Reinforced Concrete Buildings in Areas of Moderate Seismicity and Assessment of Strategies for Structural Improvement [J] . Pablo Ballesteros-Perez, David Dominguez-Santos, Daniel Mora-Melia Buildings . 2017,第4期

机译：中等地震地区钢筋混凝土建筑物的结构抗力及结构改进策略的评估
3. Ultimate shear resistance of ultra-high performance fiber reinforced concrete-normal strength concrete beam [J] . Ji He, Liu Chao Engineering Structures . 2020,第Jana15期

机译：超高性能纤维混凝土-标准强度混凝土梁的极限抗剪强度
4. Elastic and inelastic seismic response comparison of reinforced concrete buildings with normal resistance concrete and with high resistance concrete [C] . J. A. Avila, D. Rivera International Conference on High Performance Structures and Materials; 2006; Ostends(BE) . 2006

机译：高强混凝土与正抵抗混凝土的弹性和非弹性地震反应比较。
5. Inelastic seismic response of reinforced concrete buildings with floor diaphragm openings . [D] . Al Harash, Mohamed T. 2011

机译：楼膜孔钢筋混凝土建筑的非弹性地震反应。
6. Specific seismic retrofitting of a compact reinforced concrete building with X-bracings and steel jackets. Application to a primary school in Huelva [O] . Emilio Romero-Sánchez, Antonio Morales-Esteban, María-Victoria Requena-García-Cruz, 2020

机译：具有X型钢管和钢夹克紧凑型钢筋混凝土建筑的具体地震改装。在韦尔瓦的小学申请
7. Mechanical properties of various concrete after high temperature exposure Mechanical property of various types of concrete after high temperature exposure is investigated. Considering compressive strength requirement for a vertical element in high rise building, concrete specimens with various design strengths of 35, 80, 100, and 150 MPa were tested. Particularly, the influence of incorporated steel fiber on fire resistance is of interest in this study. Experimental results show that the fire resistance depends on the design strength and steel fiber content. Normal strength concrete (NSC) of a design strength of 35 MPa or high performance concrete (HPC) of 80-100 MPa does not spall when exposed to 100-400 °C of temperature. However, an explosive spalling occurs at 300 °C when the HPCs contain 1 vol. of steel fiber. Ultra-high performance concrete (UHPC) of a design strength of 150 MPa and 1.5 vol. of steel fiber also shows dramatic spalling at 300 °C. The experimental results found in this study can contribute to a better understanding of the behaviors of HPC and UHPC under fire and the role of steel fiber on the fire resistance. [O] . 2017

机译：研究了高温暴露后各种混凝土高温曝光机械性能各种混凝土的机械性能。考虑到高层建筑中垂直元件的抗压强度要求，测试了35,80,100和150MPa各种设计强度的混凝土试样。特别是，在这项研究中，掺入钢纤维对耐火性的影响。实验结果表明，耐火性取决于设计强度和钢纤维含量。在暴露于100-400°C的温度时，80-100MPa的设计强度为35MPa或高性能混凝土（HPC）的正常强度混凝土（NSC）不会击落。然而，当HPC含有1体积的钢纤维的百分比时，爆炸性剥落发生在300℃。超高性能混凝土（UHPC）的设计强度为150 MPa和1.5 Vol。钢纤维的百分比也显示出300℃的剧烈剥落。本研究中发现的实验结果可以有助于更好地了解在火灾中的HPC和UHPC的行为以及钢纤维对耐火性的作用。
8. Seismic Resistance Characteristics of Reinforced Concrete Beam-Supported Floor Slabs in Building Structures: Contribution of Floor Systems to Earthquake Resistance of Building Structural Frames [R] . Nakashima, M. , Huang, T. , Lu, L. W. 1981

机译：建筑结构中钢筋混凝土梁支撑楼板的抗震性能：地板系统对建筑结构框架抗震性能的贡献

Elastic and inelastic seismic response comparison of reinforced concrete buildings with normal resistance concrete and with high resistance concrete

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