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1721
Experimental and Analytical Study on Deformation Behavior in Hogging Moment Regions of Composite Beams
Published 2020-01-01“…The results of an experimental and analytical study on the static and fatigue behavior in steel-concrete composite beams under the hogging moment were presented in this paper, and the structural deformation was discussed cautiously and emphatically. …”
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1722
Mechanistic Study of Rail Gouging during Hypersonic Rocket Sled Tests
Published 2022-01-01“…Quasistatic compression and Hopkinson bar experiments were performed to systematically study the thermoviscoplastic properties of U71Mn rail steel under wide ranges of the strain rate and temperature. …”
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1723
CONSTRUCTION PECULIARITIES OF MACHINES OF MULTIPLE TORSION. Part 1
Published 2011-02-01Get full text
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1727
Reasonable Support Parameters for Loess Tunnel Under Different Water Contents: A Case Study
Published 2025-01-01“…On the basis of considering structural safety and engineering economy, for tunnels with a general water content (10~17%), it is recommended to use I18 steel ribs spaced 60 cm apart and C25 shotcrete with a 24 cm thickness; for high water content (17~25%), it is recommended to use I20a steel ribs, also spaced 60 cm apart, complemented by C25 shotcrete increased to a 26 cm thickness; for situations with an extremely high water content (≥25%), it is recommended to reinforce the surrounding rock with curtain grouting and use steel ribs with the same 60 cm spacing, along with C25 shotcrete maintained at a 26 cm thickness. …”
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1729
PERSPECTIVES OF LIME PRODUCTION DEVELOPMENT AT BELORUSSIAN METALLURGICAL WORKS
Published 2010-08-01Get full text
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1730
DEVELOPMENT OF PRODUCTION TECHNOLOGY OF COLD DRAWN WIRE ON 13-FOLD WIRE-DRAWING MILLS OF THE FIRM “KOCH”
Published 2004-08-01Get full text
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1731
MARKETING STRATEGY OF RUP «BMZ» IN THE PERIOD OF WORLD FINANCIAL-ECONOMIC CRISIS
Published 2010-05-01Get full text
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1733
METAL CORD WITH FULL PENETRATION OF RUBBER COMPOUND INTO STRUCTURE
Published 2006-08-01Get full text
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1734
Interview with V. V. Filippov, General Director, BMW. Co.
Published 2000-02-01Get full text
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1735
Research on Failure Mechanism and Strengthening of Broken Roadway Affected by Upper Coal Pillar
Published 2019-01-01“…In addition, based on the asymmetry of the surrounding rock stress distribution, this study proposes strengthening control technology of surrounding rock on the basis of a highly stressed bolting support and anchor cable, adding to the steel ladder beam, steel mesh, and shed support’s protective function to the roadway’s roof and ribs. …”
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1736
Unsupervised machine and deep learning methods for structural damage detection: A comparative study
Published 2025-01-01“…To address such a challenge, this article proposes a number of improved unsupervised novelty detection methods and conducts extensive comparative studies on a laboratory scale steel bridge to examine their performances of damage detection. …”
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1737
Optimalisasi Dimensi Tabung Roasting Kopi Kapasitas 2 kg dengan Pendekatan Model Elemen Hingga
Published 2022-04-01“…Here, Aluminum Alloy 5083 and Stainless Steel 304 are analyzed as drum materials because these materials are recommended for foods. …”
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1738
Experimental Research on Fire Resistance of Reactive Powder Concrete
Published 2012-01-01“…RPC was prepared using cement, sand, silica fume, steel fiber, and polypropylene fiber. After subjected to high temperatures from 200 to 600°C, the residual mechanical properties were determined. …”
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1739
Experimental Study of the Low-Cycle Fatigue in Double-Walled Hollow Pipe Members
Published 2018-01-01“…We optimized the section design of the component by improving the constraint effect coefficient, and we effectively improved its stability by adding stiffeners to the inner side of the outer wall of steel.…”
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1740
Scheme Exploration and Performance Analysis of 800-Meter Superlarge Span Structure
Published 2018-01-01“…The applicability of high-strength steel and aluminum alloy is also discussed. It is demonstrated that the high-strength steel and aluminum alloy contribute little to structural comprehensive performances. …”
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