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。
The study results will supply the theory support for the seismic damage assessment and the establishment of damage-based earthquake-resistant design method of SRHSHPC members.
研究结果将为该类结构构件的地震损伤评估以及基于损伤的抗震设计方法的建立提供理论依据。
In normal cases, steel reinforced concrete structure is able to resolve this problem, but sometimes it is necessary to use SRHSHPC to meet bearing capacity and ductility requirements.
一般情况下普通的型钢混凝土结构就能解决此题目，但对于超高、大跨、重型结构则采用型钢高强高性能混凝土更能满足在承载力和延性方面的要求。
Finally, the damage states and corresponding damage index range of SRHSHPC frame structure were defined by combining the damage indexes and the test failure process of frame structure.
结合框架结构的损伤指数，以及试验破坏过程观察，给出了SRHSHPC框架结构的损伤状态及相应的损伤指数范围。
Finally, the damage states and corresponding damage index range of SRHSHPC frame structure were defined by combining the damage indexes and the test failure process of frame structure.
结合框架结构的损伤指数，以及试验破坏过程观察，给出了SRHSHPC框架结构的损伤状态及相应的损伤指数范围。
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