Works matching IS 00988847 AND DT 2009 AND VI 38 AND IP 5
Results: 10
Nonlinear stochastic dynamic analysis for performance-based earthquake engineering.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2009, v. 38, n. 5, p. 719, doi. 10.1002/eqe.899
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- Article
Numerical collapse simulation of large-scale structural systems using an optimization-based algorithm.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2009, v. 38, n. 5, p. 655, doi. 10.1002/eqe.895
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- Article
Performance evaluation of a nonlinear Winkler-based shallow foundation model using centrifuge test results.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2009, v. 38, n. 5, p. 679, doi. 10.1002/eqe.902
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- Article
A fibre flexure-shear model for seismic analysis of RC-framed structures.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2009, v. 38, n. 5, p. 565, doi. 10.1002/eqe.894
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- Article
Modeling progressive collapse in reinforced concrete buildings using direct element removal.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2009, v. 38, n. 5, p. 609, doi. 10.1002/eqe.898
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- Article
Three-dimensional behavior of a spherical self-centering precast prestressed pile isolator.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2009, v. 38, n. 5, p. 541, doi. 10.1002/eqe.901
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- Article
Simulation of the shaking table test of a seven-story shear wall building.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2009, v. 38, n. 5, p. 587, doi. 10.1002/eqe.897
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- Publication type:
- Article
High-precision finite element analysis of elastoplastic dynamic responses of super-high-rise steel frames.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2009, v. 38, n. 5, p. 635, doi. 10.1002/eqe.900
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- Publication type:
- Article
Time domain simulation of soil-foundation-structure interaction in non-uniform soils.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2009, v. 38, n. 5, p. 699, doi. 10.1002/eqe.896
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- Article
Editorial.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2009, v. 38, n. 5, p. 537, doi. 10.1002/eqe.910
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- Article