Nonlinear sloshing in a floating-roofed oil storage tank under long-period seismic ground motion.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2013, v. 42, n. 7, p. 973, doi. 10.1002/eqe.2254
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- Publication type:
- Article
Works matching IS 0098-8847 AND VI 42 AND IP 7 AND DT 2013
Results: 9
1
2
Mechanisms to limit higher mode effects in a controlled rocking steel frame. 2: Large-amplitude shake table testing.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2013, v. 42, n. 7, p. 1069, doi. 10.1002/eqe.2258
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- Publication type:
- Article
3
Subassemblage cyclic loading test of RC frame with buckling restrained braces in zigzag configuration.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2013, v. 42, n. 7, p. 1087, doi. 10.1002/eqe.2260
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- Publication type:
- Article
4
A method for tuning tuned mass dampers for seismic applications.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2013, v. 42, n. 7, p. 1103, doi. 10.1002/eqe.2271
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- Publication type:
- Article
5
Regional study on structural dynamic property of buildings in China.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2013, v. 42, n. 7, p. 1013, doi. 10.1002/eqe.2256
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- Publication type:
- Article
6
Probabilistic performance assessment of low-ductility reinforced concrete frames retrofitted with dissipative braces.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2013, v. 42, n. 7, p. 993, doi. 10.1002/eqe.2255
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- Publication type:
- Article
7
Effects of material variability on the ductility of composite beams and overstrength coefficients.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2013, v. 42, n. 7, p. 953, doi. 10.1002/eqe.2253
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- Publication type:
- Article
8
Direct displacement-based seismic assessment procedure for multi-span reinforced concrete bridges with single-column piers.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2013, v. 42, n. 7, p. 1031, doi. 10.1002/eqe.2257
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- Publication type:
- Article
9
Mechanisms to limit higher mode effects in a controlled rocking steel frame. 1: Concept, modelling, and low-amplitude shake table testing.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2013, v. 42, n. 7, p. 1053, doi. 10.1002/eqe.2259
- By:
- Publication type:
- Article