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A defesa da Amazônia e a luta contra o negacionismo científico: entrevista com Philip Fearnside
Published 2022-05-01Get full text
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7466
Dynamic Large Deflection Response of RC Beams under Low-Speed Impact Loading
Published 2020-01-01Get full text
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7467
Fluxless Direct Soldering of Transparent Conductive Oxides (TCOs) to Copper
Published 2021-01-01Get full text
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7468
A Review on the Cosmeceutical and External Applications of Nigella sativa
Published 2017-01-01Get full text
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7469
Employees Perception on Gender diversity on banking performance in Kathmandu valley
Published 2022-02-01Get full text
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7470
Design and Simulation of an Antenna-Coupled Microbolometer at 30 THz
Published 2017-01-01Get full text
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Síntesis y desfiguración: para una teoría del optimismo retórico
Published 2019-12-01Get full text
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The security system of the Republic of Serbia: The character and value of knowledge in its products
Published 2024-01-01Get full text
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7476
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7477
Modulation of Conflict Processing by Theta-Range tACS over the Dorsolateral Prefrontal Cortex
Published 2019-01-01Get full text
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7478
Non-equal-width histogram publishing method based on differential privacy
Published 2020-06-01Get full text
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7479
Study on Confined Compression Test of Coarse-grained Limestone Soil
Published 2020-01-01Get full text
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7480
攻丝钢板高强度螺栓连接的装配式钢框架斜支撑节点受力性能分析
Published 2019-01-01“…分析结果表明:随着钢材牌号的增大,节点的抗滑移能力及极限承载力有明显提升,钢材牌号宜选用Q345钢及以上;当攻丝钢板厚度超过20 mm时,其极限承载力不再明显提高,因此攻丝钢板厚度建议取0.7d<sub>0</sub>~1.0d<sub>0</sub>。研究分析的结果可为工程设计提供参考依据。…”
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