Works matching IS 16713664 AND DT 2012 AND VI 11 AND IP 3
Results: 12
Simulation of the response of base-isolated buildings under earthquake excitations considering soil flexibility.
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- Earthquake Engineering & Engineering Vibration, 2012, v. 11, n. 3, p. 359, doi. 10.1007/s11803-012-0127-z
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- Article
Earthquake induced pounding between adjacent buildings considering soil-structure interaction.
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- Earthquake Engineering & Engineering Vibration, 2012, v. 11, n. 3, p. 343, doi. 10.1007/s11803-012-0126-0
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- Article
Conceptual study of X-braced frames with different steel grades using cyclic half-scale tests.
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- Earthquake Engineering & Engineering Vibration, 2012, v. 11, n. 3, p. 313, doi. 10.1007/s11803-012-0124-2
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- Article
Seismic fragility assessment of RC frame structure designed according to modern Chinese code for seismic design of buildings.
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- Earthquake Engineering & Engineering Vibration, 2012, v. 11, n. 3, p. 331, doi. 10.1007/s11803-012-0125-1
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- Article
Evaluation of earthquake signal characteristics for early warning.
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- Earthquake Engineering & Engineering Vibration, 2012, v. 11, n. 3, p. 435, doi. 10.1007/s11803-012-0133-1
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- Article
Feasibility study of a large-scale tuned mass damper with eddy current damping mechanism.
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- Earthquake Engineering & Engineering Vibration, 2012, v. 11, n. 3, p. 391, doi. 10.1007/s11803-012-0129-x
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- Article
Modeling and cyclic behavior of segmental bridge column connected with shape memory alloy bars.
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- Earthquake Engineering & Engineering Vibration, 2012, v. 11, n. 3, p. 375, doi. 10.1007/s11803-012-0128-y
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- Article
Optimum placement and characteristics of velocity-dependent dampers under seismic excitation.
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- Earthquake Engineering & Engineering Vibration, 2012, v. 11, n. 3, p. 403, doi. 10.1007/s11803-012-0130-4
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- Publication type:
- Article
Effects of high modes on the wind-induced response of super high-rise buildings.
- Published in:
- Earthquake Engineering & Engineering Vibration, 2012, v. 11, n. 3, p. 427, doi. 10.1007/s11803-012-0132-2
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- Article
Towards multiple hazard resilient bridges: a methodology for modeling frequent and infrequent time-varying loads Part I, Comprehensive reliability and partial failure probabilities.
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- Earthquake Engineering & Engineering Vibration, 2012, v. 11, n. 3, p. 293, doi. 10.1007/s11803-012-0122-4
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- Article
A statistical approach to determine 2D optimal equivalent linear parameters with application to earthquake engineering.
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- Earthquake Engineering & Engineering Vibration, 2012, v. 11, n. 3, p. 415, doi. 10.1007/s11803-012-0131-3
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- Publication type:
- Article
Towards multiple hazard resilient bridges: a methodology for modeling frequent and infrequent time-varying loads Part II, Examples for live and earthquake load effects.
- Published in:
- Earthquake Engineering & Engineering Vibration, 2012, v. 11, n. 3, p. 303, doi. 10.1007/s11803-012-0123-3
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- Publication type:
- Article