Works matching IS 00988847 AND DT 2007 AND VI 36 AND IP 14
Results: 10
Acceleration response modification factors for nonstructural components attached to inelastic moment-resisting frame structures.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2007, v. 36, n. 14, p. 2189, doi. 10.1002/eqe.724
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- Article
Earthquake-resistant structural design through energy demand and capacity.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2007, v. 36, n. 14, p. 2099, doi. 10.1002/eqe.718
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- Article
Discrete-like crack simulation by smeared crack-based FEM for reinforced concrete.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2007, v. 36, n. 14, p. 2137, doi. 10.1002/eqe.720
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- Article
Inelastic seismic response of stiffening systems and development of demand spectrum: Application to MSSS bridges.
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- Earthquake Engineering & Structural Dynamics, 2007, v. 36, n. 14, p. 2153, doi. 10.1002/eqe.721
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- Article
A design procedure for tied braced frames.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2007, v. 36, n. 14, p. 2227, doi. 10.1002/eqe.734
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- Article
Failure of masonry arches under impulse base motion.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2007, v. 36, n. 14, p. 2119, doi. 10.1002/eqe.719
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- Article
Inclusion of P-Δ effect in displacement-based seismic design of steel moment resisting frames.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2007, v. 36, n. 14, p. 2171, doi. 10.1002/eqe.723
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- Article
Performance evaluation of steel reduced flange plate moment connections.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2007, v. 36, n. 14, p. 2083, doi. 10.1002/eqe.714
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- Article
Improved seismic hazard model with application to probabilistic seismic demand analysis.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2007, v. 36, n. 14, p. 2211, doi. 10.1002/eqe.727
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- Article
Impedance of flexible suction caissons.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2007, v. 36, n. 14, p. 2249, doi. 10.1002/eqe.737
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- Article