Works matching IS 16713664 AND DT 2011 AND VI 10 AND IP 3
Results: 13
Selection of time step for pseudodynamic testing.
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- Earthquake Engineering & Engineering Vibration, 2011, v. 10, n. 3, p. 437, doi. 10.1007/s11803-011-0079-8
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- Article
Improved dynamic testing by impedance control.
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- Earthquake Engineering & Engineering Vibration, 2011, v. 10, n. 3, p. 423, doi. 10.1007/s11803-011-0078-9
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- Article
Improved HVSR site classification method for free-field strong motion stations validated with Wenchuan aftershock recordings.
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- Earthquake Engineering & Engineering Vibration, 2011, v. 10, n. 3, p. 325, doi. 10.1007/s11803-011-0069-x
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- Article
Apparent velocity estimation with P-SV ratio method.
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- Earthquake Engineering & Engineering Vibration, 2011, v. 10, n. 3, p. 393, doi. 10.1007/s11803-011-0075-z
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- Article
Numerical characteristics of the full operator hybrid simulation method.
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- Earthquake Engineering & Engineering Vibration, 2011, v. 10, n. 3, p. 453, doi. 10.1007/s11803-011-0080-2
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- Article
Vertical coherency function model of spatial ground motion.
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- Earthquake Engineering & Engineering Vibration, 2011, v. 10, n. 3, p. 403, doi. 10.1007/s11803-011-0076-y
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- Article
Characteristics and factors that influenced damage to dams in the M 8.0 Wenchuan earthquake.
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- Earthquake Engineering & Engineering Vibration, 2011, v. 10, n. 3, p. 349, doi. 10.1007/s11803-011-0071-3
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- Article
Evaluation of collapse resistance of RC frame structures for Chinese schools in seismic design categories B and C.
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- Earthquake Engineering & Engineering Vibration, 2011, v. 10, n. 3, p. 369, doi. 10.1007/s11803-011-0073-1
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- Article
Discussion on the influence of truncation of ground motion residual distribution on probabilistic seismic hazard assessment.
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- Earthquake Engineering & Engineering Vibration, 2011, v. 10, n. 3, p. 379, doi. 10.1007/s11803-011-0074-0
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- Article
A new attenuation model of near-fault ground motions with consideration of the hanging wall effect in the Wenchuan earthquake.
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- Earthquake Engineering & Engineering Vibration, 2011, v. 10, n. 3, p. 313, doi. 10.1007/s11803-011-0068-y
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- Article
A fundamental procedure and calculation formula for evaluating gravel liquefaction.
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- Earthquake Engineering & Engineering Vibration, 2011, v. 10, n. 3, p. 339, doi. 10.1007/s11803-011-0070-4
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- Article
Seismic design analysis of the country masonry school buildings in the meizoseismal area.
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- Earthquake Engineering & Engineering Vibration, 2011, v. 10, n. 3, p. 359, doi. 10.1007/s11803-011-0072-2
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- Article
Experimental investigation on seismic behavior of single piles in sandy soil.
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- Earthquake Engineering & Engineering Vibration, 2011, v. 10, n. 3, p. 417, doi. 10.1007/s11803-011-0077-x
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- Article