摘要
分析台湾地区钢结构容许应力设计法的截面分类、受弯构件强度、稳定及局部稳定的设计,并与大陆钢结构受弯构件的设计进行对比,从而得出海峡两岸钢结构受弯构件设计的主要异同点,为海峡两岸钢结构受弯构件设计的交流与相互借鉴提供参考。
This paper analyzes the section classification,strength,stability and local stability design of steel structure flexural member of allowable stress design method in Taiwan,and compares with the design of steel structure flexural member in China's Mainland,and obtains the main similarities and differences of the design of steel structure flexural member between the two sides of the Taiwan Strait,which provide reference for the exchange and mutual reference of the steel structure flexural member design between the two sides of the Taiwan Strait.
作者
汤德英
TANG Deying(Xiamen Huayang Architectural Engineering Design Co Ltd.,Xiamen 361000)
出处
《福建建筑》
2023年第1期34-38,共5页
Fujian Architecture & Construction
关键词
海峡两岸
钢结构
受弯构件
设计
对比
Both side of that Taiwan strait
Steel structure
Flexural member
Design
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