全部文献期刊会议图书|学者科研项目
中外文文献  中文文献  外文文献
作者:Chuqi Wan , Yu Bai , Chenting Ding ...
来源:[J].Journal of Constructional Steel Research(IF 1.327), 2020, Vol.165
摘要:Abstract(#br)This paper introduces an innovative one-sided bolt with ellipse head and examines its mechanical performance based on experimental and numerical studies of double lapped joint configuration. The design of one-sided bolt mechanism and geometry was completed through de...
作者:Amy N. Kordosky , Michael M. Drury , Spencer E. Quiel
来源:[J].Journal of Constructional Steel Research(IF 1.327), 2020, Vol.167
摘要:Abstract(#br)This paper is Part 1 of a two-part investigation of the structural fire resistance of a partially composite, one-way spanning steel floor beam assembly with partial translational and rotational end restraint provided by shear tab connections to a supporting fram...
作者:Wei Chen , Jihong Ye , Qingyang Zhao ...
来源:[J].Journal of Constructional Steel Research(IF 1.327), 2020, Vol.164
摘要:Abstract(#br)Most previous fire experiments of cold-formed steel (CFS) walls focused on ISO 834 fire. The corresponding results may not represent the actual fire performance of CFS walls in some special circumstances. This paper presents a full-scale experimental investigation of...
作者:Y.Y. Ma , H.H. Ma , S. Ren ...
来源:[J].Journal of Constructional Steel Research(IF 1.327), 2020, Vol.167
摘要:ABSTRACT(#br)The energy dissipation capacity of joints plays an important role in the seismic behavior of steel structures. In this study, the hysteretic curves, skeleton curves, elastic plastic deformation, and failure modes of bolt-column (BC) joints with different parameters w...
作者:Lei Guo , Jingfeng Wang , Wanqian Wang ...
来源:[J].Journal of Constructional Steel Research(IF 1.327), 2020, Vol.167
摘要:ABSTRACT(#br)Many existing investigations have focused on the performance of concrete filled double skin steel tubular (CFDST) members. However, there is a lack of research on the behavior of beam to CFDST column joints. This paper presents an experimental investigation and a num...
作者:Davide Leonetti , Johan Maljaars , Giacomo Pasquarelli ...
来源:[J].Journal of Constructional Steel Research(IF 1.327), 2020, Vol.167
摘要:Abstract(#br)Hot-riveted connections have been widely used in the past for metallic bridges, of which a large part is still in service, making relevant the assessment of their fatigue life. Previous studies have shown that the fatigue behavior of hot-riveted connections depe...
作者:Gang Shi , Ziqian Zhang , Le Zhou ...
来源:[J].Journal of Constructional Steel Research(IF 1.327), 2020, Vol.167
摘要:Abstract(#br)Increasing use has been made of large-section angles in transmission towers in recent years, to meet increasing capacity requirements, leading to research into the buckling behaviour of large-section angles. However, little attention has been paid to the longitudinal...
作者:Zhongcheng Li , Feng Zhou , Ruobing Wang ...
来源:[J].Journal of Constructional Steel Research(IF 1.327), 2020, Vol.164
摘要:Abstract(#br)The structural performance and design of the H-section support member connections directly welded to the face plate of SC composite walls in nuclear power plant has been presented in this paper. The study commenced with an experimental investigation on six support me...
作者:Sara Piculin , Primož Može
来源:[J].Journal of Constructional Steel Research(IF 1.327), 2020, Vol.164
摘要:Abstract(#br)This paper deals with the experimental and numerical evaluation of the buckling behaviour and ultimate resistance of stiffened transversally curved panels subjected to uniform axial compression. Furthermore, a verification procedure for curved stiffened panels is pro...
作者:Lei Zhang , Chen-Xiang Mao , Li Xiao-Gang ...
来源:[J].Journal of Constructional Steel Research(IF 1.327), 2020, Vol.167
摘要:Abstract(#br)The concrete filled narrow rectangular steel tube (CFNRST) member is being increasingly used in the apartment buildings in China. Experimental study is conducted on the behavior of CFNRST members subjected to combined compression and uniaxial bending about the weak a...

我们正在为您处理中,这可能需要一些时间,请稍等。

资源合作:cnki.scholar@cnki.net, +86-10-82896619   意见反馈:scholar@cnki.net

×