从理论上证明角焊缝连接的折算方法满足概率极限状态设计要求。
It is also proved theoretically that the deduced method for fillet weld connections meets the requirement of the probabilistic limit state design procedures.
从理论上证明角焊缝连接的折算方法满足概率极限状态设计的要求。
It is also proved theoretically that the deduced method for fillet weld connections meets the requirements of the probabilistic limit states design procedures.
介绍了概率极限状态设计法在确定地基承载力中的应用，可供工程实践之参考。
The application of probabilistic limit state method in confirming the bearing capacity of foundation soil is introduced. It can be used as reference in engineering application.
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