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机译:钢筋混凝土柱的简化P-M交互曲线模型暴露于标准火灾
Department of Architectural Engineering University of Seoul 163 Seoulsiripdae-ro Dongdaemun-gu Seoul 02504 Republic of Korea;
Metallic Materials and Mechanical Engineering Team Korea Testing &Research Institute 98 Gyoyukwon-ro Gwacheon-si Gyeonggi-do 13810 Republic of Korea;
Department of Architectural Engineering University of Seoul 163 Seoulsiripdae-ro Dongdaemun-gu Seoul 02504 Republic of Korea;
Department of Architectural Engineering University of Seoul 163 Seoulsiripdae-ro Dongdaemun-gu Seoul 02504 Republic of Korea;
Department of Architectural Engineering University of Seoul 163 Seoulsiripdae-ro Dongdaemun-gu Seoul 02504 Republic of Korea;
Department of Architectural Engineering University of Seoul 163 Seoulsiripdae-ro Dongdaemun-gu Seoul 02504 Republic of Korea;
reinforced concrete column; simplified; fire resistance; P-M interaction curve; secondary moment; slenderness ratio;
机译:标准火灾下钢筋混凝土柱的简化P-M相互作用曲线模型
机译:高温下钢筋混凝土柱的P-M相互作用曲线
机译:P-M钢筋混凝土柱的相互作用曲线暴露于升高温度
机译:基于暴露于ISO 834标准火灾的混凝土柱相互作用的曲率逼近参数研究
机译:修正的AISC P-M相互作用曲线用于方钢管混凝土梁柱。
机译:纤维增强超高强度混凝土的剥落电阻对ISO-834标准火灾曲线进行:热应变和水蒸气压力的影响
机译:基于IsO 834标准火灾下混凝土柱相互作用图的曲率近似参数研究