LATERAL LOADS OF STAPLED-GLUED SURFACE-TO-SURFACE JOINTS IN ORIENTED STRANDBOARD FOR FURNITURE

2018 ◽  
Vol 50 (3) ◽  
pp. 280-290 ◽  
Author(s):  
Samet Demirel ◽  
Onder Tor ◽  
Xiaohong Yu ◽  
Jilei Zhang
Keyword(s):  
Lateral Loads ◽  
Oriented Strandboard

Hysteretic behavior of traditional Chinese timber frames under cyclic lateral loads

2018 ◽  
Vol 60 (4) ◽  
pp. 378-386
Author(s):  
Qingfang Niu ◽  
Jia Wan ◽  
Tieying Li ◽  
Y. Frank Chen
Keyword(s):  
Hysteretic Behavior ◽  
Lateral Loads

scholarly journals A Few Points of the Engineering Logic Discussed in ITER EDA on Evaluation of Halo- and AVDE-Induced Loads in Tokamaks

Plasma ◽  
2021 ◽  
Vol 4 (3) ◽  
pp. 366-375
Author(s):  
Sergey Sadakov
Keyword(s):  
Vertical Displacement ◽  
Lateral Loads ◽  
Axially Symmetric ◽  
Vertical Displacement Events

All tokamaks are designed to withstand a certain number of energetic electromagnetic (EM) transients caused by uncontrolled terminations of plasma pulses, including symmetric and asymmetric plasma vertical displacement events: VDEs and AVDEs. These events generate significant pulsed EM loads in all conductive components and coils. Axially symmetric transient EM loads induced by VDEs without Halo current have been calculated well since the 1980s; however, Halo-related EM load components and lateral loads associated with AVDEs still cause discussions. The author worked on fast plasma and EM transients in tokamaks quite a while ago then deviated to other areas but has been keeping track of the topic since. He is aware of discussions of the modelling of Halo currents and of significant scatter present in current estimates for AVDE-induced lateral loads and contends that some points of engineering logic formulated earlier on this topic may help reduce these uncertainties. This article summarises a few points of the engineering understanding developed in informal discussions within the ITER EDA team with the purpose to preserve these points for all tokamak developments.

Influence of Composite Slab on the Nonlinear Response of Extended End-Plate Beam-to-Column Joints

2018 ◽  
Vol 763 ◽  
pp. 818-825 ◽  
Author(s):  
Roberto Tartaglia ◽  
Mario D'Aniello ◽  
Gian Andrea Rassati ◽  
James A. Swanson ◽  
Raffaele Landolfo
Keyword(s):  
Concrete Slab ◽  
Lateral Loads ◽  
Building Frames ◽  
Beneficial Effects ◽  
End Plate ◽  
Composite Joint ◽  
Extended End Plate ◽  
Plate Connections ◽  
Seismic Area ◽  
Steel Joints

Extended stiffened end-plate connections are widely used in seismic area due to their good performance in terms of both resistance and ductility. The most of existing studies focused on the all-steel behavior of these joints, disregarding the composite action of the concrete slab that is generally disconnected. However, the presence of the concrete slab can have beneficial effects on the structural stiffness for both gravity and lateral loads. Hence, most of the building frames are usually designed considering steel-concrete composite solution. However, the slab can strongly influence the hierarchy between beam and column and the ductility of the joint. In this paper the influence of composite deck on the response of extended stiffened end-plate joins has been investigated by means of finite element analyses (FEAs). In particular, the following details have been investigated: (i) all steel joints without slab; (ii) steel joint with disconnected slab; (iii) composite joint.

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