Works matching IS 13694332 AND DT 2011 AND VI 14 AND IP 5
Results: 18
Simple Approaches for Efficiently Reliability-based Design Optimization of Bridges.
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- Advances in Structural Engineering, 2011, v. 14, n. 5, p. 857, doi. 10.1260/1369-4332.14.5.857
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- Article
Technical Feasibility of Baling Vetiver Grass for Use as Load-Bearing Walls.
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- Advances in Structural Engineering, 2011, v. 14, n. 5, p. 931, doi. 10.1260/1369-4332.14.5.931
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Theoretical Prediction on the Shear Capacities of Shear Connectors in Steel Column Bases.
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- Advances in Structural Engineering, 2011, v. 14, n. 5, p. 953, doi. 10.1260/1369-4332.14.5.953
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Effects of Steel Fibers on Shear Behavior of High-Strength Reinforced Concrete Beams.
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- Advances in Structural Engineering, 2011, v. 14, n. 5, p. 745, doi. 10.1260/1369-4332.14.5.745
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An Integrated Model for the Fire Safety Analysis of Large Space Buildings.
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- Advances in Structural Engineering, 2011, v. 14, n. 5, p. 763, doi. 10.1260/1369-4332.14.5.763
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- Article
Adaptive Newton-Raphson Method for Analysis of Structures with Material Nonlinearity Using Stiffness-Equivalent Load.
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- Advances in Structural Engineering, 2011, v. 14, n. 5, p. 917, doi. 10.1260/1369-4332.14.5.917
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- Article
Numerical Studies of Deep Concrete Coupling Beams Retrofitted with a Laterally Restrained Steel Plate.
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- Advances in Structural Engineering, 2011, v. 14, n. 5, p. 903, doi. 10.1260/1369-4332.14.5.903
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Experimental Study and Numerical Simulation of Partially Prefabricated Laminated Composite RC Walls.
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- Advances in Structural Engineering, 2011, v. 14, n. 5, p. 967, doi. 10.1260/1369-4332.14.5.967
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Effects of Infill Wall Ratio on the Period of Reinforced Concrete Framed Buildings.
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- Advances in Structural Engineering, 2011, v. 14, n. 5, p. 731, doi. 10.1260/1369-4332.14.5.731
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- Article
Dynamic Responses of Core-Tubes with Semi-Flexible Suspension Systems Linked by Viscoelastic Dampers under Earthquake Excitation.
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- Advances in Structural Engineering, 2011, v. 14, n. 5, p. 801, doi. 10.1260/1369-4332.14.5.801
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Research Needs for Use of Capacity Design of RC Frame Structures in China.
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- Advances in Structural Engineering, 2011, v. 14, n. 5, p. 891, doi. 10.1260/1369-4332.14.5.891
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Analysis of Circular Concrete-Filled Steel Tube Specimen under Lateral Impact.
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- Advances in Structural Engineering, 2011, v. 14, n. 5, p. 941, doi. 10.1260/1369-4332.14.5.941
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- Article
A Model-Based Simulation of CFRP-Steel Bond Failure Using the Material Point Method.
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- Advances in Structural Engineering, 2011, v. 14, n. 5, p. 777, doi. 10.1260/1369-4332.14.5.777
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DNN Based Fault Tolerant Control of Nonlinear Structural Vibration with Actuator Faults.
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- Advances in Structural Engineering, 2011, v. 14, n. 5, p. 871, doi. 10.1260/1369-4332.14.5.871
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- Article
Rehabilitation of Steel Moment Connections with Cover Plates under Initial Loading.
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- Advances in Structural Engineering, 2011, v. 14, n. 5, p. 789, doi. 10.1260/1369-4332.14.5.789
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- Article
Remaining Fatigue Life of Corroded Steel Structural Members.
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- Advances in Structural Engineering, 2011, v. 14, n. 5, p. 881, doi. 10.1260/1369-4332.14.5.881
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- Article
Spectral Element Model Updating for Damage Identification Using Clonal Selection Algorithm.
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- Advances in Structural Engineering, 2011, v. 14, n. 5, p. 837, doi. 10.1260/1369-4332.14.5.837
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- Article
Evaluation of Modal and Traditional Pushover Analyses in Frame-Shear-Wall Structures.
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- Advances in Structural Engineering, 2011, v. 14, n. 5, p. 815, doi. 10.1260/1369-4332.14.5.815
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- Article