Works matching IS 13694332 AND DT 2015 AND VI 18 AND IP 2
Results: 10
Multiple-Presence Statistics of Heavy Trucks Based on High-Speed Weigh-in-Motion Data.
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- Advances in Structural Engineering, 2015, v. 18, n. 2, p. 189, doi. 10.1260/1369-4332.18.2.189
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- Article
Interfacial Behavior of RC Beams Strengthened with FRP under Fatigue Loading.
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- Advances in Structural Engineering, 2015, v. 18, n. 2, p. 283, doi. 10.1260/1369-4332.18.2.283
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Experimental and Analytical Studies on a Reinforced Concrete Frame Retrofitted with Buckling-Restrained Brace and Steel Caging.
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- Advances in Structural Engineering, 2015, v. 18, n. 2, p. 155, doi. 10.1260/1369-4332.18.2.155
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- Article
Acoustic Emission Assessment of Through-Thickness Fatigue Crack Growth in Steel Members.
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- Advances in Structural Engineering, 2015, v. 18, n. 2, p. 269, doi. 10.1260/1369-4332.18.2.269
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- Article
Experimental and Simulation Studies on the Seismic Performance of I-section Steel-Concrete Composite Columns.
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- Advances in Structural Engineering, 2015, v. 18, n. 2, p. 251, doi. 10.1260/1369-4332.18.2.251
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- Article
Numerical and Experimental Investigation on Eccentric Loading Behavior of RC Columns Strengthened with SCC Filled Square Steel Tubes.
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- Advances in Structural Engineering, 2015, v. 18, n. 2, p. 295, doi. 10.1260/1369-4332.18.2.295
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- Article
Wind Pressures on a Large Cooling Tower.
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- Advances in Structural Engineering, 2015, v. 18, n. 2, p. 201, doi. 10.1260/1369-4332.18.2.201
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- Article
Repair and FRP Strengthening of Earthquake-Damaged RC Shallow Beam-Column Joints.
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- Advances in Structural Engineering, 2015, v. 18, n. 2, p. 237, doi. 10.1260/1369-4332.18.2.237
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- Article
Full-Scale Test of Two-Storey Composite Slim Floor under Pseudo-Dynamic and Pseudo-Static Loadings.
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- Advances in Structural Engineering, 2015, v. 18, n. 2, p. 173, doi. 10.1260/1369-4332.18.2.173
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- Article
New Failure Criterion to Determine the Load Carrying Capacity of Two-Way Reinforced Concrete Slabs.
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- Advances in Structural Engineering, 2015, v. 18, n. 2, p. 221, doi. 10.1260/1369-4332.18.2.221
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- Article