Results 61 to 70 of about 120,287 (213)
Steel plug-in joints are proposed in this study to connect the precast concrete (PC) sidewalls of subway entrance/exit structures. I-section steels cross the joint and transmit internal force with one end embedded in the upper wall panel and the other ...
Zhu Zhangfeng, Guo Zhengxing, Lu Hepeng
doaj +1 more source
VHF adaptive antenna using a rear defogger [PDF]
This thesis presented the design of an adaptive bearnforming antenna using a rear defogger. The main purpose of this project is to develop the vehicular adaptive antenna for VHF band, which does not require the installation space, does not spoil the
Abdullah, Noorsaliza
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Surface damage resulting from rolling contact operating in magnetic field [PDF]
This paper describes the effects of magnetic field in rolling contact tests of steel by using a two-disc configuration and the investigation of mechanisms involved.
Iida, Y, Sato, K, Stolarski, T A
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Study Effect of Ni-Ti Shape Memory Alloy on Ductility of Steel Plate Shear Walls [PDF]
Five specimens one third scale three-story single bay steel plate shear wall with variant percentage of Ni-Ti shape memory alloys(SMAs) under cycling loading were analyzed by Opensees software.
Madjid Gholhaki +2 more
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Wall slip and flow of concentrated hard-sphere colloidal suspensions
We present a comprehensive study of the slip and flow of concentrated colloidal suspensions using cone-plate rheometry and simultaneous confocal imaging.
Barrett K. E. J. +8 more
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MRI investigation of granular interface rheology using a new cylinder shear apparatus [PDF]
The rheology of granular materials near an interface is investigated through proton magnetic resonance imaging. A new cylinder shear apparatus has been inserted in the MRI device, which allows the control of the radial confining pressure exerted by the ...
Alain Corfdir +66 more
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Experimental study of steel plate shear walls
Structural engineering report SER 114 | SER-ID ...
Timler, P. A., Kulak, Geoffrey L.
openaire +2 more sources
Experimental Investigation of Steel Plate Shear Walls under Shear‐Compression Interaction
Four scaled one‐storey single‐bay steel plate shear wall (SPSW) specimens with unstiffened panels were tested to determine their behaviour under cyclic loadings. The shear walls had moment‐resisting beam‐to‐column connections. Four different vertical loads, i.e., 300 kN, 600 kN, 900 kN, and 1200 kN, representing the gravity load of the upper storeys ...
Yang Lv +5 more
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Study Behaviour of Composite Shear Wall with Embeded Columns [PDF]
Improvement and optimization of seismic performance of structural systems is one of the principal methods for decreasing probability damages due to earthquakes. Composite shear wall is one of lateral load bearing systems.
Narges Sadidi, Motreza Naghi Pour
doaj +1 more source
Seismic Performance of Steel Pipe Pile to Cap Beam Moment Resisting Connections [PDF]
INE/AUTC 13 ...
Fulmer, Steven J. +2 more
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