Results 41 to 50 of about 75,603 (210)

INVESTIGATION OF DESIGN CODES RELIABILITY FOR SEISMIC DESIGN OF STEEL PLATE SHEAR WALLS CONSISTING OF SEVERAL PARAMETERS [PDF]

open access: yesمجله مدل سازی در مهندسی, 2018
Steel plate shear walls have been used as lateral resistant systems at several buildings particularly at high rise building during past three decades. This system contains appropriate rigidity to control displacements and also have ductile failure and ...
M,Kazem Sharbatdar, Mohammad Khosroabadi
doaj   +1 more source

Seismic Response of a Platform-Frame System with Steel Columns [PDF]

open access: yes, 2017
Timber platform-frame shear walls are characterized by high ductility and diffuse energy dissipation but limited in-plane shear resistance. A novel lightweight constructive system composed of steel columns braced with oriented strand board (OSB) panels ...
De Stefani, Lorenzo   +4 more
core   +2 more sources

Numerical Simulation and Shear Capacity Study of a New Double-Steel-Plate Shear Wall

open access: yesAdvances in Civil Engineering, 2021
This paper presents a new type of double-steel-plate shear wall. Through the finite element software, the stress and plastic strain of steel plate and concrete in different loading stages of the wall are analyzed, the mechanical properties and failure ...
Xiaomeng Zhang   +4 more
doaj   +1 more source

Numerical evaluation of shear strength of CFS shear wall panels for different height-to-width ratios [PDF]

open access: yes, 2019
This paper presents a numerical evaluation of the shear strength of Cold Formed Steel Shear Wall Panels (CFS-SWPs) having 1.33:1 and 1:1 height-to-width aspect ratios with 0.76 mm steel plate sheathing thickness and 1:4,  1.33:1 and 1:1  height-to-width ...
BOURAHLA, Nouredine   +2 more
core   +1 more source

Wall slip and flow of concentrated hard-sphere colloidal suspensions

open access: yes, 2012
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
core   +1 more source

Extensional rheology and elastic instabilities of a wormlike micellar solution in a microfluidic cross-slot device [PDF]

open access: yes, 2012
Wormlike micellar surfactant solutions are encountered in a wide variety of important applications, including enhanced oil recovery and ink-jet printing, in which the fluids are subjected to high extensional strain rates.
Alves, M.A.   +4 more
core   +1 more source

Seismic behaviour of composite shear wall with steel reinforced concrete frame and embedded perforated-steel plate

open access: yesGrađevinar, 2022
Experiments are conducted on five shear wall specimens of varying design and structural measures in order to investigate seismic behaviour of a composite shear wall with the steel-reinforced concrete frame and an embedded perforated-steel plate.
Zhongyi Zhou   +3 more
doaj   +1 more source

Analysis and Application of Double Steel Plate Concrete Composite Shear Wall in the R&D Building of Zhanjiang Bay Laboratory

open access: yesBuildings, 2023
The R&D Building of Zhanjiang Bay Laboratory is a high-rise structure with multiple irregular items exceeding the specification limit, employing a steel frame-shear wall structural system.
Tao Lan   +4 more
doaj   +1 more source

Numerical Study on Seismic Behavior of Moment-Resistant Steel Frames with Hybrid Masonry Infill [PDF]

open access: yesJournal of Structural and Construction Engineering, 2020
Hybrid masonry system is a new structural system, in which the masonry panels link to the frame with steel plate connections. Hybrid masonry uses masonry infill for lateral stiffness and strength within frames in addition to supporting out-of-plane ...
Mahmoud Reza ُُShiravand   +1 more
doaj   +1 more source

Experimental Investigation of Steel Plate Shear Walls under Shear‐Compression Interaction

open access: yesShock and Vibration, 2019
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
openaire   +2 more sources

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