Works matching IS 16713664 AND DT 2015 AND VI 14 AND IP 2
Results: 14
Strong motion characteristics of the M 6.6 Lushan earthquake, Sichuan, China - an insight into the spatial difference of a typical thrust fault earthquake.
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- Earthquake Engineering & Engineering Vibration, 2015, v. 14, n. 2, p. 203, doi. 10.1007/s11803-015-0017-2
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- Article
Detecting changes in long-period site responses after the M 7.6 Chi-Chi earthquake, Taiwan, using strong motion records.
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- Earthquake Engineering & Engineering Vibration, 2015, v. 14, n. 2, p. 217, doi. 10.1007/s11803-015-0018-1
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- Article
A cyclic UH model for sand.
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- Earthquake Engineering & Engineering Vibration, 2015, v. 14, n. 2, p. 229, doi. 10.1007/s11803-015-0019-0
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- Article
Time-domain solution for transient dynamic response of a large-diameter thin-walled pipe pile.
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- Earthquake Engineering & Engineering Vibration, 2015, v. 14, n. 2, p. 239, doi. 10.1007/s11803-015-0020-7
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- Article
Active control of highway bridges subject to a variety of earthquake loads.
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- Earthquake Engineering & Engineering Vibration, 2015, v. 14, n. 2, p. 253, doi. 10.1007/s11803-015-0021-6
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- Article
Damage detection on framed structures: modal curvature evaluation using Stockwell Transform under seismic excitation.
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- Earthquake Engineering & Engineering Vibration, 2015, v. 14, n. 2, p. 265, doi. 10.1007/s11803-015-0022-5
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- Article
Rapid assessment for seismic vulnerability of low and medium rise infilled RC frame buildings.
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- Earthquake Engineering & Engineering Vibration, 2015, v. 14, n. 2, p. 275, doi. 10.1007/s11803-015-0023-4
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- Article
Dimensional analysis of earthquake-induced pounding between adjacent inelastic MDOF buildings.
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- Earthquake Engineering & Engineering Vibration, 2015, v. 14, n. 2, p. 295, doi. 10.1007/s11803-015-0024-3
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- Article
Optimization for performance-based design under seismic demands, including social costs.
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- Earthquake Engineering & Engineering Vibration, 2015, v. 14, n. 2, p. 315, doi. 10.1007/s11803-015-0025-2
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- Article
Hysteretic behavior of special shaped columns composed of steel and reinforced concrete (SRC).
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- Earthquake Engineering & Engineering Vibration, 2015, v. 14, n. 2, p. 329, doi. 10.1007/s11803-015-0026-1
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- Article
Collapse assessment of steel moment frames using endurance time method.
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- Earthquake Engineering & Engineering Vibration, 2015, v. 14, n. 2, p. 347, doi. 10.1007/s11803-015-0027-0
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- Article
Full-scale tests of wind effects on a long span roof structure.
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- Earthquake Engineering & Engineering Vibration, 2015, v. 14, n. 2, p. 361, doi. 10.1007/s11803-015-0028-z
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- Article
Deflection amplification factor for estimating seismic lateral deformations of RC frames.
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- Earthquake Engineering & Engineering Vibration, 2015, v. 14, n. 2, p. 373, doi. 10.1007/s11803-015-0029-y
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- Article
An analytical solution to the scattering of cylindrical SH waves by a partially filled semi-circular alluvial valley: near-source site effects.
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- Earthquake Engineering & Engineering Vibration, 2015, v. 14, n. 2, p. 189, doi. 10.1007/s11803-015-0016-3
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- Article