Another alternative approach is to reduce the cross section of the beam intentionally to produce an intended plastic hinge zone located away from the column face. In this paper, an improved rectangular hollow section (RHS) column-to-I beam connection reinforced with additional plates at beam ends...
Instead of welding, the beam was connected to the flange plates by bolts, some distance away from the column face. A series of test was conducted on this improved RHS column-to-I beam flange-plate bolted connection, the results show that the improved connection does not fail by fracture as...
In moment frame combined with dampers, the beam-to-column connection is subjected to not only bending moment but axial force in accordance with the damper arrangements. Previous investigation on existing steel passive controlled building structures [Ref. 1] pointed out that the beam axial force reac...
To simulate the effect of the imperfections induced by welding the loading plates to the beams in the experiments, the amplitude of the bow-out imperfection was varied sinusoidally along the length of the beam, and restricted to a specific region within each beam. The magnitude of the geometric...
Whether you need to catch up on work emails or share your travel experiences with loved ones, our reliable internet connection will keep you connected throughout your stay. To make your travel experience hassle-free, we provide luggage storage facilities. Whether you arrive early or have a late...
H-section beam and RHS column connection,which connected by an end-plate and bolts and is a new type of semi-rigid connections,its behavior is studied through full-scale tests and finite element software analysis in this paper. H型钢梁与RHS柱的端板栓接节点是一种新型的半刚性连接节点,本文通...
摘要 东南大学硕{:学位论文 摘要 多层钢结构住宅结构是钢结构建筑研究中的重要课题之一,从结构形式到配套技术都需要进行 研究。目前,H型钢桂与H型钢梁构成的框架结构和框架一支撑结构体系在我国已经得到比较深入 的研究,但从结构的经济性方面分析,由于RHS(RectangularHollowSection)柱比H型钢柱具有 更好的双向抗弯、抗...
was determined, it was used as an input load to calculate the welding residual stress. The longitudinal and transverse residual stresses were analyzed for two paths on the four surfaces of the RHS-to-RHS Y-shaped connection branch. By analyzing the residual stresses, it is possible to evaluate...
[20] used a fiber beam-column model to simulate the nonlinear behavior of concrete-filled round-ended (CFRE) steel tubes. It was shown that the proposed fiber model was capable of simulating the statically and pseudo-statically loaded CFRE steel tubes with high accuracy via comparison to ...
Add Inquiry Basket to Compare Product Description Company Info. Basic Info. Column and Beam Hot Rolled or Welded H Section, I Section Surface Processing Painted or Galvanized Steel Grade Q235B, Q345b Roof & Wall Panel PU, EPS, Rock Wool/Fiber Glass ...