本文主要研究了普通计算模型在结构抗火设计中的应用。
This contribution deals with the application of general calculation models in structural fire design.
它在钢框架构件耐火极限计算及抗火设计中有很重要的应用。
In calculating the frame member's fire resistance and anti fire design, this parameter is of vital importance.
本文基于钢结构抗火设计中存在的一些问题，完成了如下的工作。
In this paper, based on the problems on the fire safety design of steel structures, the following researches have been accomplished.
本文的研究成果可为有关矩形钢管混凝土工程进行抗火设计时提供参考。
The achievements in this paper may be referenced for the fire protection design of practical engineering with concrete filled steel rectangular hollow section columns.
旨在得出对型钢混凝土结构抗火设计有指导意义的成果，并为进行更深入的研究打下基础。
The distributing circumstance of thermal field of SRC columns and its impact factors were researched in this thesis.
该方法可充分考虑不同业主及不同建筑结构抗火设计的不同要求，同时确保火灾发生后建筑物内人员的安全及结构抗火设计的最优综合经济指标。
The general aim, functional aim and the required performance of fire resistance of steel structures are introduced, which can satisfy different owners of different buildings.
但钢结构建筑最大的缺陷在于其抗火性能差，因而一种科学、经济、可靠的钢结构抗火设计方法的提出与应用成为钢结构住宅推广与应用的必然前提。
So the advance and apply of a kind of scientific, economical and reliable fire resistance design method became the biggest precondition for the apply of the steel structure domicile.
本文较详细地分析了各设计参数对RC结构抗火能力的影响。
This paper analyzes the impact of design parameters on the fire resistance ability of RC structure in detail.
这些结论为隧道衬砌结构抗火分析、设计以及火灾后的评价等提供了理论依据。
The conclusions obtained provide theoretic basis for fire resistance analysis and design of tunnel lining structures and the evaluation after fire.
本文结合我国现行钢结构设计规范，提出了一套钢梁抗火计算和设计的实用方法。
A practical approach, based on the up-to-date Chinese Code for the design of steel Structures, is proposed in this paper for fire-resistant calculation and design of steel beams.
本文结合我国现行钢结构设计规范，提出了一套钢梁抗火计算和设计的实用方法。
A practical approach, based on the up-to-date Chinese Code for the design of steel Structures, is proposed in this paper for fire-resistant calculation and design of steel beams.
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