Results 31 to 40 of about 4,206,732 (351)
Timoshenko Beam Model for Lateral Vibration of Liquid-Phase Microcantilever-Based Sensors [PDF]
, 2013 Dynamic-mode microcantilever-based devices are potentially well suited to biological and chemical sensing applications. However, when these applications involve liquid-phase detection, fluid-induced dissipative forces can significantly impair device ...
Beardslee, Luke A. +6 more
core +5 more sources
Piles Subjected to Torsional Cyclic Load: Numerical Analysis
Frontiers in Built Environment, 2019 Pile foundations supporting large structures (such as high-rise buildings, oil drilling platforms, bridges etc). are often subjected to eccentric lateral load (in addition to the vertical loads) due to the action of wind, waves, high speed traffic, and ...
Sanjay Shrawan Nimbalkar +3 more
doaj +1 more source
International Journal of Advanced Engineering Research and Science, 2019 : The improvement of the tall building has been quickly expanding around the world because now a days, people try to live in multistory structures. As per design criteria, the main focus is to resist the structures from lateral loads mainly from severe ...
Neeraj Patel, Sagar Jamle
semanticscholar +1 more source
Multi-objective optimization of outriggers in high-rise buildings subjected to wind loads
Revista IBRACON de Estruturas e Materiais, 2022 : This paper aims to investigate a methodology for determining the optimum floor positioning of outriggers (ORs) and belt-trusses (BTs) over tall buildings height.
Felipe Morrone Barbat Parfitt +2 more
doaj +1 more source
Optimal Shear Wall Placement for Seismic Performance: A Comparative Study of Building Codes [PDF]
Computational Engineering and Physical ModelingShear walls are one of the most popular lateral load-resisting methods used in high-rise structures. Major design factors against structural collapse in RC buildings include lateral stresses (wind, seismic).
Kamal Hosen
doaj +1 more source
Bearing Characteristics of Multi-Wing Pile Foundations under Lateral Loads in Dapeng Bay Silty Clay
Journal of Marine Science and Engineering, 2022 This study provides a theoretical basis for reinforcement of the soil around multi-wing piles. Limit analysis was used to determine the ultimate lateral capacity (ULC) of three- and four-wing piles in Dapeng Bay silty clay.
Hao Wang +5 more
doaj +1 more source
Stiffness of Contacts Between Rough Surfaces
, 2010 The effect of self-affine roughness on solid contact is examined with molecular dynamics and continuum calculations. The contact area and normal and lateral stiffnesses rise linearly with the applied load, and the load rises exponentially with decreasing
F. P. Bowden +4 more
core +1 more source
Giant pop-ins and amorphization in germanium during indentation [PDF]
, 2016 Sudden excursions of unusually large magnitude (>1 μm), “giant pop-ins,” have been observed in the force-displacement curve for high load indentation of crystalline germanium(Ge).
Bradby, Jodie E. +4 more
core +1 more source
Monotonic and cyclic lateral load tests on driven piles in chalk [PDF]
, 2017 This paper describes the results of a pile-testing campaign on open-ended tubular steel instrumented piles driven into the Chalk formation in the UK. The testing campaign comprised the performance of both monotonic and one-way cyclic lateral load tests,
Carey, John +2 more
core +2 more sources
Shear critical R/C columns under increasing axial load [PDF]
, 2020 Structural elements in old reinforced concrete (R/C) frame buildings are often prone to shear or flexure-shear failure, which can eventually lead to loss of axial load capacity of vertical elements and initiate vertical progressive collapse of a building.
Elwood +14 more
core +2 more sources