Works matching DE "CONNECTORS (Highway engineering)"
Results: 10
Experimental Verification of Vertical Joints in an Innovative Prefabricated Structural Wall System.
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- Advances in Structural Engineering, 2015, v. 18, n. 7, p. 1071, doi. 10.1260/1369-4332.18.7.1071
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ASSESSMENT OF THE PRODUCTIBILITY OF HYBRID NODES USING THE MULTI-CRITERIA METHOD.
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- Advances in Science & Technology Research Journal, 2014, v. 8, n. 22, p. 31, doi. 10.12913/22998624.1105160
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- Article
Experimental Research on the Shear Connectors in Foam Concrete with C-Channel Embedment.
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- International Journal of Concrete Structures & Materials, 2018, v. 12, n. 1, p. 1, doi. 10.1186/s40069-018-0281-4
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Minor losses in start connectors of microirrigation laterals.
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- Irrigation Science, 2017, v. 35, n. 3, p. 227, doi. 10.1007/s00271-017-0534-z
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CIRCULAR HOLLOW SECTION CONNECTORS IN TIMBER-CONCRETE COMPOSITE STRUCTURAL ELEMENTS.
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- Baltic Journal of Road & Bridge Engineering (Baltic Journal of Road & Bridge Engineering), 2016, v. 11, n. 1, p. 70, doi. 10.3846/bjrbe.2016.08
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A Practical Approach to Implement Releases and Partial Fixities in Finite Elements Using Already Existing Stiffness Equations.
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- Dicle University Journal of Engineering / Dicle Üniversitesi Mühendislik Dergisi, 2022, v. 13, n. 3, p. 571, doi. 10.24012/dumf.1092538
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Finite element analysis and evaluation of bearing capacity for subsea tree connector.
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- Australian Journal of Mechanical Engineering, 2014, v. 12, n. 1, p. 89, doi. 10.7158/M12-110.2014.12.1
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Steel Rack Connections: Identification of Most Influential Factors and a Comparison of Stiffness Design Methods.
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- PLoS ONE, 2015, v. 10, n. 10, p. 1, doi. 10.1371/journal.pone.0139422
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Structural Behavior of Precast Lightweight Foam Concrete Sandwich Panel with Double Shear Truss Connectors under Flexural Load.
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- ISRN Otolaryngology, 2014, p. 1, doi. 10.1155/2014/317941
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Analysis of the Shear Behavior of Stubby Y-Type Perfobond Rib Shear Connectors for a Composite Frame Structure.
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- Materials (1996-1944), 2017, v. 10, n. 11, p. 1340, doi. 10.3390/ma10111340
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- Article