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