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。
应用推荐