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593641
REHABILITATION OF RC BUILDINGS USING PLASTIC HINGE RELOCATION WITH KNEE BRACE...
Published 2016-08-01“…However, once buckled or ruptured bars are observed, it is assumed that repair is no longer feasible. It is the objective of this paper to challenge this assumption via relocation of the plastic hinge to a position where the member remained essentially elastic during the initial seismic attack. …”
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593642
PUNCHING SHEAR STRENGTH OF STEEL FIBER-REINFORCED CONCRETE TWO-WAY SLABS...
Published 2019-11-01“…After 28 days of curing, all the specimens were tested. The objective of this study is to investigate the modes of failure, the load-deflection relationships, and the effectiveness of adding steel fibers to flat slabs. …”
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593643
A INOVAÇÃO NA FORMAÇÃO: A IMPORTANCIA DO CONHECIMENTO ACADÊMICO SOBRE SISTEMATIZAÇÃO DA ASSISTÊNCIA DE ENFERMAGEM
Published 2010-12-01“…REFERÊNCIAS BIBLIOGRÁFICAS: ANDRADE J.S., VIEIRA M.J. Prática assistencial de enfermagem: problemas, perspectivas e necessidade de sistematização. …”
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593644
A BOUNDING SURFACE PLASTICITY MODEL TO SIMULATE SHAKEDOWN PHENOMENON IN EXPANSIVE UNSATURATED CLAYS UND...
Published 2018-05-01“…The aim of this paper is to simulate the shakedown incident in expansive unsaturated clays under drying-wetting cycles within the framework of a plastic bounding surface model.To achieve the objective, the versatility of the shape parameter of the plastic potential is used: in shakedown phenomenon, the dynamic response of the soil structure is elastic-plastic followed by the recoverable response to the imposed cyclic loading. …”
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593645
ASSESSMENT OF GEOTECHNICAL CHARACTERISTIC OF BENTONITE CLAY CONTAMINATED BY GASOLINE...
Published 2017-11-01“…However, this is subject to either the containment of the agent of contamination in soil or effective remediation of the contaminated soil. …”
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593646
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593647
MODELING AND ADVANCED EXERGY, EXERGOECONOMIC AND EXERGOENVIRONMENT ANALYSES OF NEW CCHP KALINA CYCLE INTEGRATED WITH SOLAR PARABOLIC TROUGH COLLECTORS
Published 2018-11-01“…Based on exergy modeling, in summer collector and in winter auxiliary heater are the worst components respectively with 19629 kW and 11561 kW exergy destruction rate while according the advanced exergy analysis the major portion of their exergy destructions are related to the endogenous part while the avoidable endogenous parts are zero. …”
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593648
VIBRATIONAL ANALYSIS OF FUNCTIONALLY-GRADED MICRO-ROTORS WITH MASS ECCENTRICITY BASED ON THE COUPLE STRE...
Published 2017-05-01“…The modified couple stress theory is a non-classical one which is capable to take into account the small-scale effects on micro-scale elements and structures with just one higher-order or non-classical material property. …”
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593649
EXPERIMENTAL INVESTIGATION OF VERTICAL CG POSITION CHANGES ON QUADROTOR'S PERFORMANCE VIA FREQUENCY-DOM...
Published 2019-11-01“…Payload placement on quad-rotor (QR) is a subject of considerable importance during its flight and maneuvering phases. …”
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593650
Bridging the data gap: engaging developing country farmers in greenhouse gas accounting
Published 2013-01-01“…Lett. 8 015019 National Academy of Sciences 2010 Verifying Greenhouse Gas Emissions: Methods to Support International Climate Agreements (Committee: S Pacala, C Breidenich, P Brewer, I Fung, M Gunson, G Heddle, B Law, G Marland, K Paustian, M Prather, J Randerson, P Tans, S Wofsy) (Washington, DC: National Academies Press) p 110 Paustian K 2012 Agriculture, farmers and GHG mitigation: a new social network? …”
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593651
Line-break, control valve, orifice diameter, pressure drop rate, experimental study....
Published 2018-11-01“…The occurrence time of maximum differential pressure of diaphragm valve just depends on orifice diameter. …”
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593652
Simultaneous formation of sulfate and nitrate via co-uptake of SO<sub>2</sub> and NO<sub>2</sub> by aqueous NaCl droplets: combined effect of nitrate photolysis and chlorine chemis...
Published 2023-06-01“…To parameterize the role of nitrate photolysis and chloride photolysis in forming sulfate, the SO<span class="inline-formula"><sub>2</sub></span> uptake coefficient, <span class="inline-formula"><math xmlns="http://www.w3.org/1998/Math/MathML" id="M22" display="inline" overflow="scroll" dspmath="mathml"><mrow><msub><mi mathvariant="italic">γ</mi><mrow class="chem"><msub><mi mathvariant="normal">SO</mi><mn mathvariant="normal">2</mn></msub></mrow></msub></mrow></math><span><svg:svg xmlns:svg="http://www.w3.org/2000/svg" width="23pt" height="12pt" class="svg-formula" dspmath="mathimg" md5hash="7b9410df74d6fda480a64fc8606aaf92"><svg:image xmlns:xlink="http://www.w3.org/1999/xlink" xlink:href="acp-23-6113-2023-ie00002.svg" width="23pt" height="12pt" src="acp-23-6113-2023-ie00002.png"/></svg:svg></span></span>, as a function of the nitrate photolysis rate, <span class="inline-formula"><math xmlns="http://www.w3.org/1998/Math/MathML" id="M23" display="inline" overflow="scroll" dspmath="mathml"><mrow><msub><mi>P</mi><mrow class="chem"><msubsup><mi mathvariant="normal">NO</mi><mn mathvariant="normal">3</mn><mo>-</mo></msubsup></mrow></msub></mrow></math><span><svg:svg xmlns:svg="http://www.w3.org/2000/svg" width="25pt" height="16pt" class="svg-formula" dspmath="mathimg" md5hash="da19ac2768e7dcd8b97125e02ffb8017"><svg:image xmlns:xlink="http://www.w3.org/1999/xlink" xlink:href="acp-23-6113-2023-ie00003.svg" width="25pt" height="16pt" src="acp-23-6113-2023-ie00003.png"/></svg:svg></span></span> (<span class="inline-formula"><math xmlns="http://www.w3.org/1998/Math/MathML" id="M24" display="inline" overflow="scroll" dspmath="mathml"><mrow><msub><mi>j</mi><mrow class="chem"><msubsup><mi mathvariant="normal">NO</mi><mn mathvariant="normal">3</mn><mo>-</mo></msubsup></mrow></msub></mrow></math><span><svg:svg xmlns:svg="http://www.w3.org/2000/svg" width="23pt" height="16pt" class="svg-formula" dspmath="mathimg" md5hash="a1ec66b903008f20411aa0f52124fb6e"><svg:image xmlns:xlink="http://www.w3.org/1999/xlink" xlink:href="acp-23-6113-2023-ie00004.svg" width="23pt" height="16pt" src="acp-23-6113-2023-ie00004.png"/></svg:svg></span></span> <span class="inline-formula">×</span> [NO<span class="inline-formula"><math xmlns="http://www.w3.org/1998/Math/MathML" id="M26" display="inline" overflow="scroll" dspmath="mathml"><mrow><msubsup><mi/><mn mathvariant="normal">3</mn><mo>-</mo></msubsup></mrow></math><span><svg:svg xmlns:svg="http://www.w3.org/2000/svg" width="9pt" height="16pt" class="svg-formula" dspmath="mathimg" md5hash="d96e0e0e6a6172a7d34ac185b1d0a8a7"><svg:image xmlns:xlink="http://www.w3.org/1999/xlink" xlink:href="acp-23-6113-2023-ie00005.svg" width="9pt" height="16pt" src="acp-23-6113-2023-ie00005.png"/></svg:svg></span></span>]), and chloride photolysis rate, <span class="inline-formula"><math xmlns="http://www.w3.org/1998/Math/MathML" id="M27" display="inline" overflow="scroll" dspmath="mathml"><mrow><msub><mi>P</mi><mrow class="chem"><msup><mi mathvariant="normal">Cl</mi><mo>-</mo></msup></mrow></msub></mrow></math><span><svg:svg xmlns:svg="http://www.w3.org/2000/svg" width="21pt" height="12pt" class="svg-formula" dspmath="mathimg" md5hash="c20a22d03150bc6a02a165a42d80bf4f"><svg:image xmlns:xlink="http://www.w3.org/1999/xlink" xlink:href="acp-23-6113-2023-ie00006.svg" width="21pt" height="12pt" src="acp-23-6113-2023-ie00006.png"/></svg:svg></span></span> (<span class="inline-formula"><math xmlns="http://www.w3.org/1998/Math/MathML" id="M28" display="inline" overflow="scroll" dspmath="mathml"><mrow><msub><mi>j</mi><mrow class="chem"><msup><mi mathvariant="normal">Cl</mi><mo>-</mo></msup></mrow></msub></mrow></math><span><svg:svg xmlns:svg="http://www.w3.org/2000/svg" width="19pt" height="12pt" class="svg-formula" dspmath="mathimg" md5hash="5a5e5821e30a4aa083481a712d7b2f61"><svg:image xmlns:xlink="http://www.w3.org/1999/xlink" xlink:href="acp-23-6113-2023-ie00007.svg" width="19pt" height="12pt" src="acp-23-6113-2023-ie00007.png"/></svg:svg></span></span> <span class="inline-formula">×</span> [Cl<span class="inline-formula"><sup>−</sup></span>]), was derived as <span class="inline-formula"><math xmlns="http://www.w3.org/1998/Math/MathML" id="M31" display="inline" overflow="scroll" dspmath="mathml"><mrow><msub><mi mathvariant="italic">γ</mi><mrow class="chem"><msub><mi mathvariant="normal">SO</mi><mn mathvariant="normal">2</mn></msub></mrow></msub></mrow></math><span><svg:svg xmlns:svg="http://www.w3.org/2000/svg" width="23pt" height="12pt" class="svg-formula" dspmath="mathimg" md5hash="80233142351d2e72f6461524fc3ad109"><svg:image xmlns:xlink="http://www.w3.org/1999/xlink" xlink:href="acp-23-6113-2023-ie00008.svg" width="23pt" height="12pt" src="acp-23-6113-2023-ie00008.png"/></svg:svg></span></span> <span class="inline-formula">=</span> 0.41 <span class="inline-formula">×</span> <span class="inline-formula"><math xmlns="http://www.w3.org/1998/Math/MathML" id="M34" display="inline" overflow="scroll" dspmath="mathml"><mrow><msub><mi>P</mi><mrow class="chem"><msubsup><mi mathvariant="normal">NO</mi><mn mathvariant="normal">3</mn><mo>-</mo></msubsup></mrow></msub></mrow></math><span><svg:svg xmlns:svg="http://www.w3.org/2000/svg" width="25pt" height="16pt" class="svg-formula" dspmath="mathimg" md5hash="b0783186d815e9fba508cdfddc2f7861"><svg:image xmlns:xlink="http://www.w3.org/1999/xlink" xlink:href="acp-23-6113-2023-ie00009.svg" width="25pt" height="16pt" src="acp-23-6113-2023-ie00009.png"/></svg:svg></span></span> <span class="inline-formula">+</span> 0.34 <span class="inline-formula">×</span> <span class="inline-formula"><math xmlns="http://www.w3.org/1998/Math/MathML" id="M37" display="inline" overflow="scroll" dspmath="mathml"><mrow><msub><mi>P</mi><mrow class="chem"><msup><mi mathvariant="normal">Cl</mi><mo>-</mo></msup></mrow></msub></mrow></math><span><svg:svg xmlns:svg="http://www.w3.org/2000/svg" width="21pt" height="12pt" class="svg-formula" dspmath="mathimg" md5hash="6c8feedebb5852880e99969496449ecd"><svg:image xmlns:xlink="http://www.w3.org/1999/xlink" xlink:href="acp-23-6113-2023-ie00010.svg" width="21pt" height="12pt" src="acp-23-6113-2023-ie00010.png"/></svg:svg></span></span>. …”
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593653
DYNAMIC RESPONSE OF INCLINED MICRO-PILES IN LAYERED SOILS
Published 2018-11-01“…The maximum bending moments and axial forces occur near the cap of the micro-pile and continue the depth of micro-piles; this change is minimal. This subject states proposes micro-pile importance in reducing displacement, especially in cases of the soil with layers. …”
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593654
EXPERIMENTAL STUDY AND FINITE-ELEMENT SIMULATION OF FATIGUE IN OUTER TIE ROD OF STEERING SYSTEM FOR PEUGEO...
Published 2018-05-01“…Engineering components and structures are often subjected to cyclic loads. Vehicle manufacturers continuously develop new vehicles with more luxury, convenience, performance, and safety. …”
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593655
ROAD USER DELAY ESTIMATION MODEL USING SOFTWARE SIMULATION...
Published 2017-02-01“…Authorities have always faced issues in this regard, so, there is a need to create a balance between expediting construction projects and the cost to road users, while also keeping the limitations of available resources in mind. …”
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593656
بررسی آزمایشگاهی رفتار دیوار برشی کوپله با استفاده از بتن الیافی توانمند HPFRCC در تیر رابط با آرایش آرماتور گذاری متفاوت...
Published 2018-08-01“…The design of coupling beams, with span-to-depth ratios that often range between 1.5 and 3.5, requires a special attention due to the large inelastic rotations and shear stress coupling beams can be subjected during a strong earthquake. …”
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593657
APPLICATION OF TADAS DAMPERS TO IMPROVE THE BEHAVIOR OF STRUCTURES WITH RC SHEAR WALLS...
Published 2018-05-01“…These problems can increase the vulnerability of the structure when subjected to lateral loads. Previous studies have demonstrated the benefits of providing energy dissipation devices to improve structure behavior. …”
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593658
LABORATORY INVESTIGATION OF INFLUENCE OF GEOCELL ON THE STABILITY OF RAILWAY EMBANKMENTS...
Published 2019-08-01“…After construction of separated embankments with adjusting one layer, after that two layers, until five layers, an increasing monotonic load with speed of 1.5 mm/min over embankment's crown until failure was applied. …”
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593659
Reflexiones sobre el patrimonio desde Chile y América Latina
Published 2018-06-01“…Referencias bibliográficas. Ballart, J. (2002) El patrimonio histórico y arqueológico: valor y uso. …”
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593660
INVERSE KINEMATICS AND MOTION PLANNING OF A REDUNDANT MANIPULATOR ROBOT IN AN UNKNOWN ENVIRONMENT USING F...
Published 2017-05-01“…Fuzzy controller system used in this research is a combination of three fuzzy controllers, which deals with a separate behavior of redundant robot. The mainobjective is still to avoid the obstacles and flexion and extension of arm. …”
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