Works matching IS 13694332 AND DT 2011 AND VI 14 AND IP 3
Results: 17
Closed-Form Optimum Liquid Column Vibration Absorber Parameters for Base-Excited Damped Structures.
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- Advances in Structural Engineering, 2011, v. 14, n. 3, p. 489, doi. 10.1260/1369-4332.14.3.489
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CFRP Flexural and Shear Strengthening Technique for RC Beams: Experimental and Numerical Research.
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- Advances in Structural Engineering, 2011, v. 14, n. 3, p. 551, doi. 10.1260/1369-4332.14.3.551
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Evaluation of the Adequacy of Development Length Requirements for 500 MPa Reinforcing Bars.
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- Advances in Structural Engineering, 2011, v. 14, n. 3, p. 367, doi. 10.1260/1369-4332.14.3.367
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Practical Advanced Design Considering Random Distribution of Initial Geometric Imperfections.
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- Advances in Structural Engineering, 2011, v. 14, n. 3, p. 379, doi. 10.1260/1369-4332.14.3.379
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Plate Girder Bridge Strengthened with Multi-Stepwise Thermal Prestressing Method.
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- Advances in Structural Engineering, 2011, v. 14, n. 3, p. 431, doi. 10.1260/1369-4332.14.3.431
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Structural Damage Detection Using a Multi-Stage Particle Swarm Optimization.
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- Advances in Structural Engineering, 2011, v. 14, n. 3, p. 533, doi. 10.1260/1369-4332.14.3.533
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- Article
Interval Reliability Based Condition Assessment of Bridges.
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- Advances in Structural Engineering, 2011, v. 14, n. 3, p. 519, doi. 10.1260/1369-4332.14.3.519
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Verification of a Cable Element for Cable Parametric Vibration of One-Cable-Beam System Subject to Harmonic Excitation and Random Excitation.
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- Advances in Structural Engineering, 2011, v. 14, n. 3, p. 589, doi. 10.1260/1369-4332.14.3.589
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- Article
Temperature Field Analysis of SRC-Column to SRC-Beam Joints Subjected to Simulated Fire including Cooling Phase.
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- Advances in Structural Engineering, 2011, v. 14, n. 3, p. 353, doi. 10.1260/1369-4332.14.3.353
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Reduced Stiffness Buckling Analysis of Aboveground Storage Tanks with Thickness Changes.
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- Advances in Structural Engineering, 2011, v. 14, n. 3, p. 475, doi. 10.1260/1369-4332.14.3.475
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Seismic Response Analysis of Transmission Tower-Line System on a Heterogeneous Site to Multi-Component Spatial Ground Motions.
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- Advances in Structural Engineering, 2011, v. 14, n. 3, p. 457, doi. 10.1260/1369-4332.14.3.457
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An Investigation on Aseismic Connection with Opening in Beam Web in Steel Moment Frames.
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- Advances in Structural Engineering, 2011, v. 14, n. 3, p. 575, doi. 10.1260/1369-4332.14.3.575
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- Article
Strength-Based Seismic Reliability of a Compliant Offshore Tower.
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- Advances in Structural Engineering, 2011, v. 14, n. 3, p. 419, doi. 10.1260/1369-4332.14.3.419
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Analytical Model for Dynamic Tension in Overhead Power Transmission Lines Subject to Strong Wind.
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- Advances in Structural Engineering, 2011, v. 14, n. 3, p. 445, doi. 10.1260/1369-4332.14.3.445
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- Article
Seismic Response of Adjacent Steel Structures Connected by Passive Device.
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- Advances in Structural Engineering, 2011, v. 14, n. 3, p. 499, doi. 10.1260/1369-4332.14.3.499
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- Article
Sensitivity Analysis of Site Response Effect on Stochastic Responses of Two-Span Beam.
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- Advances in Structural Engineering, 2011, v. 14, n. 3, p. 405, doi. 10.1260/1369-4332.14.3.405
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Our Obsession with Curvature in RC Beam Modelling.
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- Advances in Structural Engineering, 2011, v. 14, n. 3, p. 391, doi. 10.1260/1369-4332.14.3.391
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- Article