Works matching IS 13694332 AND DT 2015 AND VI 18 AND IP 4
Results: 10
Improvement of Pavement Design and Management for More Frequent Flooding Caused by Climate Change.
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- Advances in Structural Engineering, 2015, v. 18, n. 4, p. 487, doi. 10.1260/1369-4332.18.4.487
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Convex Set and Probabilistic Model-based Hybrid Earthquake Loss Assessment Method.
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- Advances in Structural Engineering, 2015, v. 18, n. 4, p. 513, doi. 10.1260/1369-4332.18.4.513
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Bayesian-Based Structural Damage Detection on the Integration of Global and Local Information.
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- Advances in Structural Engineering, 2015, v. 18, n. 4, p. 543, doi. 10.1260/1369-4332.18.4.543
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- Article
Seismic Performance of Segmental Rocking Columns Connected with NiTi Martensitic SMA Bars.
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- Advances in Structural Engineering, 2015, v. 18, n. 4, p. 571, doi. 10.1260/1369-4332.18.4.571
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Theoretical Investigation of Bridge Seismic Responses with Pounding under Near-Fault Vertical Ground Motions.
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- Advances in Structural Engineering, 2015, v. 18, n. 4, p. 453, doi. 10.1260/1369-4332.18.4.453
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Linear and Nonlinear Seismic Structural Impact Response Spectral Analyses.
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- Advances in Structural Engineering, 2015, v. 18, n. 4, p. 555, doi. 10.1260/1369-4332.18.4.555
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Data Missing Mechanism and Missing Data Real-Time Processing Methods in the Construction Monitoring of Steel Structures.
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- Advances in Structural Engineering, 2015, v. 18, n. 4, p. 585, doi. 10.1260/1369-4332.18.4.585
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Temperature Distributions and Variations in Concrete Box-Girder Bridges: Experimental and Finite Element Parametric Studies.
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- Advances in Structural Engineering, 2015, v. 18, n. 4, p. 469, doi. 10.1260/1369-4332.18.4.469
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- Article
An Experimental Study of Frame-Supported Multi-Ribbed Composite Walls.
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- Advances in Structural Engineering, 2015, v. 18, n. 4, p. 497, doi. 10.1260/1369-4332.18.4.497
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- Article
Effects of Dynamic Fluid-Structure Interaction on Seismic Response of Multi-Span Deep Water Bridges Using Fragility Function Method.
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- Advances in Structural Engineering, 2015, v. 18, n. 4, p. 525, doi. 10.1260/1369-4332.18.4.525
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- Article