为考虑反复荷载作用下累计损伤对型钢高强高性能混凝土(SRHSHPC)框架节点力学性能的影响,进行了分析研究.该文将损伤指标引入到考虑软化段的三线型滞回模型中,建立了考虑损伤累积效应的SRHSHPC框...
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SRHSHPC column 型钢高强高性能混凝土框架柱
The main factors to impact the ductility of SRHSHPC frame columns is theoretically analyzed, and is compared with their experimental results.
同时又结合试验提出了延性与其影响因素的关系式，以期为以后的延性抗震设计提供理论依据。
The research can supply experimental data for establishing seismic damage model and revealing the effect of damage on mechanical property of SRHSHPC frame columns further.
研究结果为进一步建立能够描述SRHSHPC框架柱损伤程度的地震损伤模型，揭示损伤对框架柱力学性能的影响提供了试验支撑。
The research will supply experimental support for establishing seismic damage model and revealing the effect of damage on mechanical property of SRHSHPC frame beams further.
研究结果为进一步建立能够描述SRHSHPC框架梁损伤程度的地震损伤模型，揭示损伤对框架梁力学性能的影响提供试验支持。
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