Works matching IS 13694332 AND DT 2015 AND VI 18 AND IP 1
Results: 10
An Optimization Procedure for Seismic Design of Steel Frames for Multi-Performance and Multi-Hazard Levels.
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- Advances in Structural Engineering, 2015, v. 18, n. 1, p. 59, doi. 10.1260/1369-4332.18.1.59
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- Article
Size Dependent Axial and Lateral Stress Strain Relationships for Actively Confined Concrete.
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- Advances in Structural Engineering, 2015, v. 18, n. 1, p. 1, doi. 10.1260/1369-4332.18.1.1
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Modelling Static and Dynamic FRP-Concrete Bond Behaviour Using a Local Concrete Damage Model.
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- Advances in Structural Engineering, 2015, v. 18, n. 1, p. 45, doi. 10.1260/1369-4332.18.1.45
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Frequency-Domain Substructure Isolation for Local Damage Identification.
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- Advances in Structural Engineering, 2015, v. 18, n. 1, p. 137, doi. 10.1260/1369-4332.18.1.137
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- Article
Influence of Interlayers on the Flexural Performance of Four-Side Supported Laminated Glass at Room Temperature.
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- Advances in Structural Engineering, 2015, v. 18, n. 1, p. 33, doi. 10.1260/1369-4332.18.1.33
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- Article
Dynamic Analysis of a Cracked Beam-Like Bridge Subjected to Earthquake and Moving Vehicle.
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- Advances in Structural Engineering, 2015, v. 18, n. 1, p. 75, doi. 10.1260/1369-4332.18.1.75
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- Article
Development and Application of an Analytical Model for Horizontally Curved Bridge Decks.
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- Advances in Structural Engineering, 2015, v. 18, n. 1, p. 107, doi. 10.1260/1369-4332.18.1.107
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- Article
A Time-Varying Model for Predicting the Life-Cycle Flexural Capacity of Reinforced Concrete Beams.
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- Advances in Structural Engineering, 2015, v. 18, n. 1, p. 21, doi. 10.1260/1369-4332.18.1.21
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- Article
In-Situ Validation of a Wireless Data Acquisition System by Monitoring a Pedestrian Bridge.
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- Advances in Structural Engineering, 2015, v. 18, n. 1, p. 97, doi. 10.1260/1369-4332.18.1.97
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- Article
Crack-based Damage Assessment Method for HSRC Shear-Critical Beams and Columns.
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- Advances in Structural Engineering, 2015, v. 18, n. 1, p. 119, doi. 10.1260/1369-4332.18.1.119
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- Article