机译:五点集中载荷下混凝土钢管抛物拱型平面稳定性的实验研究
School of Civil Engineering Harbin Institute of Technology Harbin 150090 China;
Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education Harbin Institute of Technology Harbin 150090 China Key Lab of Smart Prevention and Mitigation of Civil Engineering Disasters of the Ministry of Industry and Information Technology Harbin Institute of Technology Harbin 150090 China;
School of Civil Engineering Harbin Institute of Technology Harbin 150090 China;
Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education Harbin Institute of Technology Harbin 150090 China Key Lab of Smart Prevention and Mitigation of Civil Engineering Disasters of the Ministry of Industry and Information Technology Harbin Institute of Technology Harbin 150090 China;
Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education Harbin Institute of Technology Harbin 150090 China Key Lab of Smart Prevention and Mitigation of Civil Engineering Disasters of the Ministry of Industry and Information Technology Harbin Institute of Technology Harbin 150090 China;
Concrete-filled steel tube (CFST); Parabolic arch; In-plane stability; Rise-to-span ratio; Five-point loadings;
机译:钢管混凝土抛物线桁架拱的面内稳定性
机译:钢管混凝土抛物线形结合弯曲与压缩的平面内稳定性
机译:固定式钢管混凝土抛物线拱的面内强度及设计
机译:钢管混凝土拱的热面屈曲
机译:圆形钢管混凝土(CFT)抗剪性能的试验研究。
机译:通过弹性模量减少法的混凝土钢管元件和拱形轴承轴承的最终承载力数据
机译:波纹钢腹板钢管混凝土拱拱的试验研究