位置：成果数据库 > 期刊 > 期刊详情页
Influence of initial imperfection on the behaviour of extended bolted end-plate connections for port
  • ISSN号：0143-974X
  • 期刊名称：Journal of Constructional Steel Research
  • 时间：0
  • 页码：211-220
  • 语言：英文
  • 相关项目：体外预应力钢-混凝土组合梁体系与失稳的基础理论研究
作者： Du, Gang|Chen, Shiming|
同期刊论文项目
体外预应力钢-混凝土组合梁体系与失稳的基础理论研究
期刊论文 20
同项目期刊论文
Discussion of "Effective Slab Width Definition for Negative Moment Regions of Composite Bridges" by
Discussion of "Long-term analysis of steel-concrete composite beams: FE modeling for effective width
钢-混凝土组合梁在负弯矩作用下的屈曲失稳系数研究
A comparative study of continuous steel-concrete composite beams prestressed with external tendons:
Minimizing Statistical Bias to Identify Size Effect from Beam Shear Database Discussion
Discussion of "Hysteretic behavior of tubular joints under cyclic loading" by Wei Wang and Yi-Yi Che
预应力组合梁负弯矩作用下梁端转动能力研究
Experimental study of moment redistribution and load carrying capacity of externally prestressed con
Discussion of "Long-Term Behavior of Prestressed Composite Beams at Service Loads for One Year" by W
预应力组合梁在负弯矩作用下的塑性铰长度研究
Effective width of a concrete slab in steel-concrete composite beams prestressed with external tendo
Discussion of "Finite element model for externally prestressed composite beams with deformable conne
Influence of concrete material ductility on shear response of stud connections. Paper by Shunzhi Qia
Required and available moment redistribution of continuous steel-concrete composite beams
Discussion of "Strengthening precast-prestressed hollow core slabs to resist negative moments using
Strength analysis of steel-concrete composite beams in combined bending and shear - Discussion
体外预应力钢混凝土连续组合梁非线性数值分析
组合板剪切-粘结机理及承载能力试验
体外预应力钢-混凝土组合连续梁的试验研究及有限元分析