Works matching IS 00988847 AND DT 2010 AND VI 39 AND IP 11
Results: 6
Limit states and failure mechanisms of viscous dampers and the implications for large earthquakes.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2010, v. 39, n. 11, p. 1279, doi. 10.1002/eqe.993
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- Article
Cyclic behavior of precast segmental concrete bridge columns with high performance or conventional steel reinforcing bars as energy dissipation bars.
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- Earthquake Engineering & Structural Dynamics, 2010, v. 39, n. 11, p. 1181, doi. 10.1002/eqe.986
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- Article
Application of MPA to estimate probability of collapse of structures.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2010, v. 39, n. 11, p. 1259, doi. 10.1002/eqe.992
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- Article
Damping modification factors for SDOF systems subjected to near-fault, far-fault and artificial earthquakes.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2010, v. 39, n. 11, p. 1239, doi. 10.1002/eqe.991
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- Article
Non-iterative equivalent linearization of inelastic SDOF systems for earthquakes in Japan and California.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2010, v. 39, n. 11, p. 1219, doi. 10.1002/eqe.990
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- Article
Uniform hazard versus uniform risk bases for performance-based earthquake engineering of light-frame wood construction.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2010, v. 39, n. 11, p. 1199, doi. 10.1002/eqe.989
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- Article