Results 91 to 100 of about 76,194 (209)

Experimental Research on Antiseismic Performance of High-Strength Concrete High-Shear Walls with Built-In Steel Plates

open access: yesAdvances in Civil Engineering, 2019
To study the antiseismic performance of the high-strength concrete composite shear wall with built-in steel plates, an experiment on a high-strength concrete composite shear wall with four built-in steel plates (SPRCW-1∼4) was set up.
Yu Yu   +4 more
doaj   +1 more source

Development of integrated, zero-G pneumatic transporter/rotating paddle incinerator/catalytic afterburner subsystem for processing human wastes on board spacecraft [PDF]

open access: yes
A four component system was developed which consists of a particle size reduction mechanism, a pneumatic waste transport system, a rotating-paddle incinerator, and a catalytic afterburner to be integrated into a six-man, zero-g subsystem for processing ...
Fields, S. F.   +2 more
core   +1 more source

Material effects on strawbale wall seismic capacity [PDF]

open access: yes, 2017
Strawbale construction is a sustainable, viable alternative to conventional building practices. As a newly introduced appendix to the International Residential Code (IRC), the strawbale construction requirements may benefit from further evaluation and ...
Ackerson, Margaret, Williams, McKenna
core   +1 more source

Seismic performance analysis and control method of composite coupled shear wall with steel plate-fiber reinforced concrete coupling beams

open access: yesMaterials Research Express
This paper based on the study of steel plate-fiber reinforced concrete coupling beam components, designs a basic model of composite coupled shear walls with steel plate-fiber reinforced concrete coupling beams.
Yangyang Xia   +5 more
doaj   +1 more source

Seismic Performance of a Novel Precast Shear Wall with Mixed Wet and Dry Steel Plate–Bolt Connections: A Finite Element Study

open access: yesMathematics
This paper proposes a hybrid steel plate–bolt dry and wet jointing method, where the dry jointing part is a steel plate–bolt connector joint and the wet jointing part is a cast-in-place concrete.
Qiang Du   +4 more
doaj   +1 more source

Lateral Performance Analysis of Trapezoidal Orthogonal Stiffened Steel Plate Shear Walls

open access: yesBuildings
This paper introduces a trapezoidal orthogonal stiffener steel plate shear wall (TSW). The finite element model of the TSW was developed following the validation of low-cycle repeated tests conducted on a single-span double-layer steel plate shear wall ...
Hong Zheng   +6 more
doaj   +1 more source

Topology optimization of the flat steel shear wall based on the volume constraint and strain energy assumptions under the seismic loading conditions

open access: yesScientific Reports
In structural engineering systems, shear walls are two-dimensional vertical elements designed to endure lateral forces acting in-plane, most frequently seismic and wind loads.
Xi Chen   +2 more
doaj   +1 more source

Investigation of blown boundary layers with an improved wall jet system [PDF]

open access: yes
Measurements were made in a two dimensional incompressible wall jet submerged under a thick upstream boundary layer with a zero pressure gradient and an adverse pressure gradient.
Saripalli, K. R., Simpson, R. L.
core   +1 more source

Multi–scale modelling of timber–frame structures under seismic loads [PDF]

open access: yes, 2013
This paper introduces a versatile hysteretic constitutive law, developed for various joints with steel fasteners commonly used in timber structures (nails, screws, staples, 3D connectors of bracket type, punched plates). Compared to previous
Baroth, Juliene   +3 more
core  

Experimental Study on Seismic Performance of Transversely Ribbed Corrugated Steel Plate–Steel Pipe Concrete Shear Wall

open access: yesBuildings
To enhance the seismic resilience of building structures and refine the stability and longevity of buildings, it is essential to implement strategies that not only reinforce their structural integrity but also ensure their enduring functionality.
Zixuan Chen, Xuan Liu
doaj   +1 more source

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