Works matching IS 00988847 AND DT 2014 AND VI 43 AND IP 6
Results: 8
Kinematic response of single piles to vertically incident P-waves.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2014, v. 43, n. 6, p. 871, doi. 10.1002/eqe.2377
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- Publication type:
- Article
Shake-table tests of a reinforced concrete frame designed following modern codes: seismic performance and damage evaluation.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2014, v. 43, n. 6, p. 791, doi. 10.1002/eqe.2372
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- Publication type:
- Article
Out-of-plane stability of buckling-restrained braces including moment transfer capacity.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2014, v. 43, n. 6, p. 851, doi. 10.1002/eqe.2376
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- Publication type:
- Article
Importance of seismic design accidental torsion requirements for building collapse capacity.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2014, v. 43, n. 6, p. 831, doi. 10.1002/eqe.2375
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- Publication type:
- Article
Seismic vibration control of building structures with multiple tuned mass damper floors integrated.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2014, v. 43, n. 6, p. 909, doi. 10.1002/eqe.2379
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- Publication type:
- Article
Seismic response of 20-story base-isolated and fixed-base reinforced concrete structural wall buildings at a near-fault site.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2014, v. 43, n. 6, p. 927, doi. 10.1002/eqe.2381
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- Publication type:
- Article
Application of hybrid-simulation to fragility assessment of the telescoping self-centering energy dissipative bracing system.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2014, v. 43, n. 6, p. 811, doi. 10.1002/eqe.2374
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- Publication type:
- Article
Evaluation of a recently proposed record selection and scaling procedure for low-rise to mid-rise reinforced concrete buildings and its use for probabilistic risk assessment studies.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2014, v. 43, n. 6, p. 889, doi. 10.1002/eqe.2378
- By:
- Publication type:
- Article