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640041
REMOLDING EFFECT ON DYNAMIC BEHAVIOR OF SANDY SOIL SAMPLES USING RESONANT COLUMN TESTS...
Published 2020-11-01“…Shear modulus and damping ratio are two most important dynamic parameters for seismic design of structures. Several attempts have been made to determine and study these two dynamic parameters using field and laboratory experiments. …”
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640042
The European Synarchy: New Discourses on Sovereignty
Published 2009-02-01“…</span></p> <p class="ArticleText"><span lang="EN-GB">At the same time, recent changes in the workings of the EU polity have not affected its nature as an essentially statecentric project, preserving a balance between state sovereignty and a relatively moderate yet discernible deepening of integration by means of producing a system of political co-determination; in other words, a new form of <em>synarchy</em> between states and <em>demoi</em> – an ensemble <em>sui generis</em> of highly interdependent systems – is created, its structural and functional interaction resulting in a multilogical system of entwined sovereignties.…”
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640043
INVESTIGATION OF THE EFFECT OF NANOTECHNOLOGY PRODUCT (CBR+) ON THE ERODIBILITY OF CLAYEY SOILS USING THE JE...
Published 2015-11-01“…Erodibility of soil is one of the most important factors when dealing with water based projects, such as earthen water canals, earthfill dams and other hydraulic structures. Erosion is the cause of much canal, dam or levee failure and its consequent loss of life and money. …”
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640044
EVALUATION OF SEISMIC BEHAVIOR OF RETROFITTED REINFORCED CONCRETE FRAMES BY SIMCON MATERIAL...
Published 2020-05-01“…This material has a high volume fraction of fiber, which has been mixed with mortar and aggregate. Structural behavior of this mixture induces strain hardening behavior under uniaxial tension. …”
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640045
THERMO-ELECTRO-MECHANICAL ANALYSIS OF CYLINDRICAL SHELL MADE OF FUNCTIONALLY GRADED PIEZOELECTRIC MATERIALS USING ARBITRARY HIGHER-ORDER SHEAR DEFORMATION THEORY
Published 2018-05-01“…The shells are the engineering structures that create the highest mechanical efficiency with minimal materials. with high mechanical efficiency and the least materials. …”
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640046
THREE-DIMENSIONAL RECONSTRUCTION OF HETEROGENEOUS MICROSTRUCTURES BASED ON ONE CUT-SECTION USING TWO-PO...
Published 2017-11-01“…An effective reconstruction procedure enables one to generate close to target structures at will, and a subsequent analysis can be performed on the reconstructed microstructure to obtain approximate macroscopic properties (e.g., mechanical, transport, and electromagnetic properties) of the heterogeneous media.…”
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640047
ESTIMATION OF SCOUR AROUND THE TWIN BRIDGE PIERS USING THE OPTIMIZED ANFIS-FIREFLY MODEL...
Published 2021-02-01“…Identification of the scour pattern around bridge piers is one of the most important issues in optimized designing of such structures. In this study, for the first time, the scour pattern around twin bridge piers was predicted using an optimized hybrid algorithm. …”
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640048
Virtual reality supported therapy for the negative symptoms of schizophrenia: the V-NeST feasibility RCT
Published 2023-09-01“…Measures The primary outcome of this study was GAS, which is a structured measure of personal recovery goals. The following measures were secondary outcomes: The Clinical Assessment Interview for Negative Symptoms, which is an interviewer-based assessment of NS. …”
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640049
EVALUATION OF RESPONSE MODIFICATION FACTOR AND DEFLECTION AMPLIFICATION FACTOR OF STEEL INTERMEDIATE M...
Published 2017-08-01“…Response modification and deflection amplification factors are used in the current seismic design codes to account for the inelastic behaviour of structural systems without the need for complicated nonlinear analyses. …”
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640050
INVESTIGATING THE AXIAL BEHAVIOR OF CONCRETE COLUMN CONFINEMENT WITH INNER AND OUTER GFRP...
Published 2019-05-01“…An economic application of FRP materials is in the form of composite construction with concrete, such that FRP can act as a load-carrying partner and protective measure for the structural members. One such application has been demonstrated in fiber jacketing technique, which is now considered as an effective retrofitting tool for the existing columns. …”
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640051
EXPERIMENTAL STUDY ON PULLOUT BEHAVIOR OF EMBEDDED GEOGRID IN UNIFORM SANDY SOIL UNDER STATIC, CYCLIC, AND...
Published 2021-02-01“…Geosynthetics are mainly used to stabilize and reinforce different types of earth structures such as slopes, retaining walls, bridge abutments, and foundations. …”
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640052
FACTORS EFFECTING THE KINEMATIC BENDING MOMENT IN THE PILES GROUP...
Published 2016-11-01“…In this case, the large curvatures imposed to the piles by the vibrating soil in turn generate bending moments; these moments will develop even in the absence of a substructure and are referred to as ``kinematic'' moments, to be distinguished from moments generated by structural loading at the pile head (``inertial'' moments). …”
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640053
WORKSPACE PLANNING OF CONSTRUCTION RESOURCE IN MICRO-LEVEL PROJECTS BY BUILDING INFORMATION MODELING (BI...
Published 2020-05-01“…This investigation has started the initial stage of preparation information model through the generation and linking of two Product and Work Breakdown structures (PBS and WBS). The cost and Time required for creation of 5D CAD models are calculated by resource analysis and work-group efficiency rate. …”
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640054
The consolidated European synthesis of CO<sub>2</sub> emissions and removals for the European Union and United Kingdom: 1990–2020
Published 2023-10-01“…Variation in estimates produced with other methods, such as atmospheric inversion models (TD) or spatially disaggregated inventory datasets (BU), originate from within-model uncertainty related to parameterization as well as structural differences between models. By comparing the NGHGI with other approaches, key sources of differences between estimates arise primarily in activities. …”
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640055
Thromboprophylaxis during pregnancy and the puerperium: a systematic review and economic evaluation to estimate the value of future research
Published 2024-03-01“…Parameter uncertainty was incorporated using probabilistic sensitivity analysis and structural uncertainty was explored using deterministic scenario analysis. …”
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640056
Eye donation from palliative and hospice care contexts: the EDiPPPP mixed-methods study
Published 2023-11-01“…Methods Eye donation from palliative and hospice care contexts: investigating potential, practice, preference and perceptions was structured in line with the six steps in quality intervention development (6SQuID) framework. …”
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640057
Igelströmite, Fe<sup>3+</sup>(Sb<sup>3+</sup>Pb<sup>2+</sup>)O<sub>4</sub>, and manganoschafarzikite, Mn<sup>2+</sup>Sb<sup>3+</sup><sub>2</sub>O<sub>4</sub>, two new members of th...
Published 2024-03-01“…The chemical formulae obtained from microprobe data are (Fe<span class="inline-formula"><math xmlns="http://www.w3.org/1998/Math/MathML" id="M25" display="inline" overflow="scroll" dspmath="mathml"><mrow><msubsup><mi/><mn mathvariant="normal">0.59</mn><mrow><mn mathvariant="normal">3</mn><mo>+</mo></mrow></msubsup></mrow></math><span><svg:svg xmlns:svg="http://www.w3.org/2000/svg" width="18pt" height="17pt" class="svg-formula" dspmath="mathimg" md5hash="d43d1c6a3be7ea5d73cd4f08ab914c56"><svg:image xmlns:xlink="http://www.w3.org/1999/xlink" xlink:href="ejm-36-311-2024-ie00005.svg" width="18pt" height="17pt" src="ejm-36-311-2024-ie00005.png"/></svg:svg></span></span>Mn<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">0.29</mn><mrow><mn mathvariant="normal">2</mn><mo>+</mo></mrow></msubsup></mrow></math><span><svg:svg xmlns:svg="http://www.w3.org/2000/svg" width="18pt" height="17pt" class="svg-formula" dspmath="mathimg" md5hash="b5c2d6f052ef8a3fee22175c0ad1dfb3"><svg:image xmlns:xlink="http://www.w3.org/1999/xlink" xlink:href="ejm-36-311-2024-ie00006.svg" width="18pt" height="17pt" src="ejm-36-311-2024-ie00006.png"/></svg:svg></span></span>As<span class="inline-formula"><math xmlns="http://www.w3.org/1998/Math/MathML" id="M27" display="inline" overflow="scroll" dspmath="mathml"><mrow><msubsup><mi/><mn mathvariant="normal">0.06</mn><mrow><mn mathvariant="normal">3</mn><mo>+</mo></mrow></msubsup></mrow></math><span><svg:svg xmlns:svg="http://www.w3.org/2000/svg" width="18pt" height="17pt" class="svg-formula" dspmath="mathimg" md5hash="0707f5b25701720c5fba3eaa01f3f3c3"><svg:image xmlns:xlink="http://www.w3.org/1999/xlink" xlink:href="ejm-36-311-2024-ie00007.svg" width="18pt" height="17pt" src="ejm-36-311-2024-ie00007.png"/></svg:svg></span></span>Fe<span class="inline-formula"><math xmlns="http://www.w3.org/1998/Math/MathML" id="M28" display="inline" overflow="scroll" dspmath="mathml"><mrow><msubsup><mi/><mn mathvariant="normal">0.06</mn><mrow><mn mathvariant="normal">2</mn><mo>+</mo></mrow></msubsup><msub><mo>)</mo><mrow><mi mathvariant="normal">Σ</mi><mo>=</mo><mn mathvariant="normal">1.00</mn></mrow></msub></mrow></math><span><svg:svg xmlns:svg="http://www.w3.org/2000/svg" width="48pt" height="17pt" class="svg-formula" dspmath="mathimg" md5hash="1e37653d7511c381dd72e410d5c64d41"><svg:image xmlns:xlink="http://www.w3.org/1999/xlink" xlink:href="ejm-36-311-2024-ie00008.svg" width="48pt" height="17pt" src="ejm-36-311-2024-ie00008.png"/></svg:svg></span></span>(Sb<span class="inline-formula"><math xmlns="http://www.w3.org/1998/Math/MathML" id="M29" display="inline" overflow="scroll" dspmath="mathml"><mrow><msubsup><mi/><mn mathvariant="normal">1.24</mn><mrow><mn mathvariant="normal">3</mn><mo>+</mo></mrow></msubsup></mrow></math><span><svg:svg xmlns:svg="http://www.w3.org/2000/svg" width="18pt" height="17pt" class="svg-formula" dspmath="mathimg" md5hash="f4ca1d81a3c46e11fbcb87c6e933beb4"><svg:image xmlns:xlink="http://www.w3.org/1999/xlink" xlink:href="ejm-36-311-2024-ie00009.svg" width="18pt" height="17pt" src="ejm-36-311-2024-ie00009.png"/></svg:svg></span></span>Pb<span class="inline-formula"><math xmlns="http://www.w3.org/1998/Math/MathML" id="M30" display="inline" overflow="scroll" dspmath="mathml"><mrow><msubsup><mi/><mn mathvariant="normal">0.65</mn><mrow><mn mathvariant="normal">2</mn><mo>+</mo></mrow></msubsup></mrow></math><span><svg:svg xmlns:svg="http://www.w3.org/2000/svg" width="18pt" height="17pt" class="svg-formula" dspmath="mathimg" md5hash="45b81d3d5fba892b6553eba8f35ae914"><svg:image xmlns:xlink="http://www.w3.org/1999/xlink" xlink:href="ejm-36-311-2024-ie00010.svg" width="18pt" height="17pt" src="ejm-36-311-2024-ie00010.png"/></svg:svg></span></span>As<span class="inline-formula"><math xmlns="http://www.w3.org/1998/Math/MathML" id="M31" display="inline" overflow="scroll" dspmath="mathml"><mrow><msubsup><mi/><mn mathvariant="normal">0.11</mn><mrow><mn mathvariant="normal">3</mn><mo>+</mo></mrow></msubsup><msub><mo>)</mo><mrow><mi mathvariant="normal">Σ</mi><mo>=</mo><mn mathvariant="normal">2.00</mn></mrow></msub></mrow></math><span><svg:svg xmlns:svg="http://www.w3.org/2000/svg" width="48pt" height="17pt" class="svg-formula" dspmath="mathimg" md5hash="9f7f0f2df4270ea5d5e63ae6b0c533b8"><svg:image xmlns:xlink="http://www.w3.org/1999/xlink" xlink:href="ejm-36-311-2024-ie00011.svg" width="48pt" height="17pt" src="ejm-36-311-2024-ie00011.png"/></svg:svg></span></span>O<span class="inline-formula"><sub>4</sub></span> and (Mn<span class="inline-formula"><math xmlns="http://www.w3.org/1998/Math/MathML" id="M33" display="inline" overflow="scroll" dspmath="mathml"><mrow><msubsup><mi/><mn mathvariant="normal">0.64</mn><mrow><mn mathvariant="normal">2</mn><mo>+</mo></mrow></msubsup></mrow></math><span><svg:svg xmlns:svg="http://www.w3.org/2000/svg" width="18pt" height="17pt" class="svg-formula" dspmath="mathimg" md5hash="051214e530adde4de45aa309d1d71f93"><svg:image xmlns:xlink="http://www.w3.org/1999/xlink" xlink:href="ejm-36-311-2024-ie00012.svg" width="18pt" height="17pt" src="ejm-36-311-2024-ie00012.png"/></svg:svg></span></span>Fe<span class="inline-formula"><math xmlns="http://www.w3.org/1998/Math/MathML" id="M34" display="inline" overflow="scroll" dspmath="mathml"><mrow><msubsup><mi/><mn mathvariant="normal">0.25</mn><mrow><mn mathvariant="normal">2</mn><mo>+</mo></mrow></msubsup></mrow></math><span><svg:svg xmlns:svg="http://www.w3.org/2000/svg" width="18pt" height="17pt" class="svg-formula" dspmath="mathimg" md5hash="70b75d55936a4c5fb54e336b44634e75"><svg:image xmlns:xlink="http://www.w3.org/1999/xlink" xlink:href="ejm-36-311-2024-ie00013.svg" width="18pt" height="17pt" src="ejm-36-311-2024-ie00013.png"/></svg:svg></span></span>Mg<span class="inline-formula"><sub>0.08</sub>)<sub>Σ=0.97</sub></span>(Sb<span class="inline-formula"><math xmlns="http://www.w3.org/1998/Math/MathML" id="M36" display="inline" overflow="scroll" dspmath="mathml"><mrow><msubsup><mi/><mn mathvariant="normal">1.97</mn><mrow><mn mathvariant="normal">3</mn><mo>+</mo></mrow></msubsup></mrow></math><span><svg:svg xmlns:svg="http://www.w3.org/2000/svg" width="18pt" height="17pt" class="svg-formula" dspmath="mathimg" md5hash="57b733a4b1b09ec3d3267384ff391792"><svg:image xmlns:xlink="http://www.w3.org/1999/xlink" xlink:href="ejm-36-311-2024-ie00014.svg" width="18pt" height="17pt" src="ejm-36-311-2024-ie00014.png"/></svg:svg></span></span>As<span class="inline-formula"><math xmlns="http://www.w3.org/1998/Math/MathML" id="M37" display="inline" overflow="scroll" dspmath="mathml"><mrow><msubsup><mi/><mn mathvariant="normal">0.03</mn><mrow><mn mathvariant="normal">3</mn><mo>+</mo></mrow></msubsup></mrow></math><span><svg:svg xmlns:svg="http://www.w3.org/2000/svg" width="18pt" height="17pt" class="svg-formula" dspmath="mathimg" md5hash="445868f998f29d252be01d28d4510b44"><svg:image xmlns:xlink="http://www.w3.org/1999/xlink" xlink:href="ejm-36-311-2024-ie00015.svg" width="18pt" height="17pt" src="ejm-36-311-2024-ie00015.png"/></svg:svg></span></span>Pb<span class="inline-formula"><math xmlns="http://www.w3.org/1998/Math/MathML" id="M38" display="inline" overflow="scroll" dspmath="mathml"><mrow><msubsup><mi/><mn mathvariant="normal">0.01</mn><mrow><mn mathvariant="normal">2</mn><mo>+</mo></mrow></msubsup><msub><mo>)</mo><mrow><mi mathvariant="normal">Σ</mi><mo>=</mo><mn mathvariant="normal">2.01</mn></mrow></msub></mrow></math><span><svg:svg xmlns:svg="http://www.w3.org/2000/svg" width="48pt" height="17pt" class="svg-formula" dspmath="mathimg" md5hash="5820e6cc1507d90bde2b0a2a617105b7"><svg:image xmlns:xlink="http://www.w3.org/1999/xlink" xlink:href="ejm-36-311-2024-ie00016.svg" width="48pt" height="17pt" src="ejm-36-311-2024-ie00016.png"/></svg:svg></span></span>O<span class="inline-formula"><sub>4</sub></span>. The crystal structures for igelströmite and manganoschafarzikite have been refined in space group <span class="inline-formula"><i>P</i></span>4<span class="inline-formula"><sub>2</sub></span>/<i>mbc</i> from single-crystal X-ray diffraction data to <span class="inline-formula"><i>R</i></span>1 <span class="inline-formula">=</span> 3.73 % and 1.51 %, respectively, giving the following sets of unit-cell parameters: <span class="inline-formula"><i>a</i>=</span> 8.4856(2), 8.65159(8) Å; <span class="inline-formula"><i>c</i>=</span> 6.0450(3), 5.97175(9); and <span class="inline-formula"><i>V</i>=</span> 435.27(3), 446.986(11) Å<span class="inline-formula"><sup>3</sup></span> for <span class="inline-formula"><i>Z</i></span> <span class="inline-formula">=</span> 4. …”
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640058
The effectiveness of sexual assault referral centres with regard to mental health and substance use: a national mixed-methods study – the MiMoS Study
Published 2023-11-01“…Outcome measures Outcomes were measured using the following tools: Clinical Outcomes in Routine Evaluation 10 (CORE-10) Alcohol Use Disorders Identification Test (AUDIT-C) Primary Care PTSD Screen for DSM-5 (PC-PTSC-5) Recovering Quality of Life (ReQoL) Drug Abuse Screen Test (DAST) Structured Assessment of Personality Abbreviated Scale (SAPAS). …”
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640059
Subacromial spacers for adults with symptomatic, irreparable rotator cuff tears: the START:REACTS novel group sequential adaptive RCT
Published 2023-08-01“…Eligibility was assessed prior to consent on the morning of surgery and intraoperatively (after assessment of the tear and surrounding structures in the shoulder) immediately prior to randomisation. …”
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640060
Energietransitie: omarm de complexiteit
Published 2018-09-01“…The slow transition to an energy-neutral housing stock can partly be explained by the existing structures and related ways of thinking and acting in construction. …”
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