Works matching IS 13694332 AND DT 2012 AND VI 15 AND IP 2
Results: 14
Introducing a New Spectral Intensity Measure Parameter to Estimate the Seismic Demand of Steel Moment-Resisting Frames Using Bayesian Statistics.
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- Advances in Structural Engineering, 2012, v. 15, n. 2, p. 231, doi. 10.1260/1369-4332.15.2.231
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- Article
Vibration Analysis of a Coupled Beam System Carrying any Number of Sprung Masses.
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- Advances in Structural Engineering, 2012, v. 15, n. 2, p. 217, doi. 10.1260/1369-4332.15.2.217
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- Article
Bond Characteristics and Shear Behavior of Concrete Beams Reinforced with High-Strength Steel Reinforcement.
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- Advances in Structural Engineering, 2012, v. 15, n. 2, p. 303, doi. 10.1260/1369-4332.15.2.303
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- Article
Evolutionary Topology Optimization of Structures with Multiple Displacement and Frequency Constraints.
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- Advances in Structural Engineering, 2012, v. 15, n. 2, p. 359, doi. 10.1260/1369-4332.15.2.359
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- Article
Experiments of Chloride Ingression in Flexural Reinforced Concrete Beams.
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- Advances in Structural Engineering, 2012, v. 15, n. 2, p. 277, doi. 10.1260/1369-4332.15.2.277
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- Article
Seismic Isolation of Bridges with Double Variable Frequency Pendulum Isolator.
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- Advances in Structural Engineering, 2012, v. 15, n. 2, p. 185, doi. 10.1260/1369-4332.15.2.185
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- Article
Creep of AFRP Confined High-Strength Concrete Columns under Low-Level Stress.
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- Advances in Structural Engineering, 2012, v. 15, n. 2, p. 205, doi. 10.1260/1369-4332.15.2.205
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- Article
A Simplified Method Based on a Proposed Group Matrix for Determining the Initial Forces in Cable Domes.
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- Advances in Structural Engineering, 2012, v. 15, n. 2, p. 249
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- Article
Comparison of Seismic Performance of RC Frames Strengthened with Four Different Techniques.
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- Advances in Structural Engineering, 2012, v. 15, n. 2, p. 343, doi. 10.1260/1369-4332.15.2.343
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- Article
Shear Behaviour and Strength of LiteSteel Beams with Web Openings.
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- Advances in Structural Engineering, 2012, v. 15, n. 2, p. 171, doi. 10.1260/1369-4332.15.2.171
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- Article
Influences of Tensile Longitudinal Reinforcement Ratio and Ductile Layer Thickness on Flexural Mechanical and Cracking Behavior of UHTCC/RC Layered Composite Beam.
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- Advances in Structural Engineering, 2012, v. 15, n. 2, p. 319, doi. 10.1260/1369-4332.15.2.319
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- Article
Experimental Evaluation of Flush End-Plate Connection with Built-Up Hybrid Beam Section.
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- Advances in Structural Engineering, 2012, v. 15, n. 2, p. 331, doi. 10.1260/1369-4332.15.2.331
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- Article
New Combined High and Low-Cycle Fatigue Model to Estimate Life of Steel Bridges Considering Interaction of High and Low Amplitudes Loadings.
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- Advances in Structural Engineering, 2012, v. 15, n. 2, p. 287, doi. 10.1260/1369-4332.15.2.287
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- Article
Initial Stiffness of Reinforced Concrete Columns with Moderate Aspect Ratios.
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- Advances in Structural Engineering, 2012, v. 15, n. 2, p. 265, doi. 10.1260/1369-4332.15.2.265
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- Article