Works matching IS 00988847 AND DT 2014 AND VI 43 AND IP 13
Results: 9
Series expansion of complex ground amplifications with a sequence of simple transfer functions.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2014, v. 43, n. 13, p. 1975, doi. 10.1002/eqe.2432
- By:
- Publication type:
- Article
Modeling of the composite action in fully restrained beam-to-column connections: implications in the seismic design and collapse capacity of steel special moment frames.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2014, v. 43, n. 13, p. 1935, doi. 10.1002/eqe.2430
- By:
- Publication type:
- Article
An advanced numerical model of elastomeric seismic isolation bearings.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2014, v. 43, n. 13, p. 1955, doi. 10.1002/eqe.2431
- By:
- Publication type:
- Article
Supporting brace sizing in structures with added linear viscous fluid dampers: A filter design solution.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2014, v. 43, n. 13, p. 1999, doi. 10.1002/eqe.2433
- By:
- Publication type:
- Article
Generalized force vectors for multi-mode pushover analysis of torsionally coupled systems.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2014, v. 43, n. 13, p. 2015, doi. 10.1002/eqe.2434
- By:
- Publication type:
- Article
Kinematic interaction factors of deep foundations with inclined piles.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2014, v. 43, n. 13, p. 2035, doi. 10.1002/eqe.2435
- By:
- Publication type:
- Article
Truly isotropic biaxial hysteresis with arbitrary knee sharpness.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2014, v. 43, n. 13, p. 2051, doi. 10.1002/eqe.2436
- By:
- Publication type:
- Article
Computational study of self-centering buckling-restrained braced frame seismic performance.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2014, v. 43, n. 13, p. 1897, doi. 10.1002/eqe.2428
- By:
- Publication type:
- Article
Large-scale real-time hybrid simulation of a three-story steel frame building with magneto-rheological dampers.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2014, v. 43, n. 13, p. 1915, doi. 10.1002/eqe.2429
- By:
- Publication type:
- Article