Works matching IS 00988847 AND DT 2013 AND VI 42 AND IP 10
Results: 8
Structural pounding between adjacent buildings subjected to strong ground motions. Part II: The effect of multiple earthquakes.
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- Earthquake Engineering & Structural Dynamics, 2013, v. 42, n. 10, p. 1529, doi. 10.1002/eqe.2284
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- Article
Shaking table test on the seismic failure characteristics of a subway station structure on liquefiable ground.
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- Earthquake Engineering & Structural Dynamics, 2013, v. 42, n. 10, p. 1489, doi. 10.1002/eqe.2283
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- Article
A probabilistic approach for the prediction of seismic resilience of bridges.
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- Earthquake Engineering & Structural Dynamics, 2013, v. 42, n. 10, p. 1469, doi. 10.1002/eqe.2282
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- Article
Evaluation of the response modification coefficient and collapse potential of special concentrically braced frames.
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- Earthquake Engineering & Structural Dynamics, 2013, v. 42, n. 10, p. 1547, doi. 10.1002/eqe.2286
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- Article
Seismic analyses of conventional and improved marginal wharves.
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- Earthquake Engineering & Structural Dynamics, 2013, v. 42, n. 10, p. 1435, doi. 10.1002/eqe.2280
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- Article
Time-variant sustainability assessment of seismically vulnerable bridges subjected to multiple hazards.
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- Earthquake Engineering & Structural Dynamics, 2013, v. 42, n. 10, p. 1451, doi. 10.1002/eqe.2281
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- Article
Structural pounding between adjacent buildings subjected to strong ground motions. Part I: The effect of different structures arrangement.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2013, v. 42, n. 10, p. 1509, doi. 10.1002/eqe.2285
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- Article
Fundamental periods of steel concentrically braced frames designed to Eurocode 8.
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- Earthquake Engineering & Structural Dynamics, 2013, v. 42, n. 10, p. 1415, doi. 10.1002/eqe.2279
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- Article