Works matching IS 1570761X AND DT 2019 AND VI 17 AND IP 7
Results: 30
Regional stochastic ground-motion model for low to moderate seismicity area with variable seismotectonic: application to Peninsular India.
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- Bulletin of Earthquake Engineering, 2019, v. 17, n. 7, p. 3661, doi. 10.1007/s10518-019-00646-9
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Seismic evaluation method for existing reinforced concrete buildings in North of Morocco.
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- Bulletin of Earthquake Engineering, 2019, v. 17, n. 7, p. 3873, doi. 10.1007/s10518-019-00643-y
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Shake table tests of three storey cold-formed steel structures with strap-braced walls.
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- Bulletin of Earthquake Engineering, 2019, v. 17, n. 7, p. 4217, doi. 10.1007/s10518-019-00642-z
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Haunch retrofitting technique for seismic upgrading deficient RC frames.
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- Bulletin of Earthquake Engineering, 2019, v. 17, n. 7, p. 3895, doi. 10.1007/s10518-019-00638-9
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Vibration characteristics and higher mode coupling in intermediate isolation systems (IIS): a parametric analysis.
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- Bulletin of Earthquake Engineering, 2019, v. 17, n. 7, p. 4347, doi. 10.1007/s10518-019-00637-w
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Staggered coordination in substructure online hybrid test on a RC frame retrofitted by BRBs.
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- Bulletin of Earthquake Engineering, 2019, v. 17, n. 7, p. 4141, doi. 10.1007/s10518-019-00636-x
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Vertical ground motion prediction equations and vertical-to-horizontal (V/H) ratios of PGA and PSA for Algeria and surrounding region.
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- Bulletin of Earthquake Engineering, 2019, v. 17, n. 7, p. 3637, doi. 10.1007/s10518-019-00635-y
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Evaluating the code approaches for estimating the seismic drifts of steel frame buildings designed under variable levels of seismicity.
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- Bulletin of Earthquake Engineering, 2019, v. 17, n. 7, p. 4169, doi. 10.1007/s10518-019-00634-z
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Assessing and quantifying the earthquake response of reinforced concrete buckling-restrained brace frame structures.
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- Bulletin of Earthquake Engineering, 2019, v. 17, n. 7, p. 3847, doi. 10.1007/s10518-019-00633-0
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Suitable intensity measure for probabilistic seismic risk assessment of non-ductile Australian reinforced concrete buildings.
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- Bulletin of Earthquake Engineering, 2019, v. 17, n. 7, p. 3753, doi. 10.1007/s10518-019-00632-1
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Seismic behavior of autoclaved aerated concrete low rise buildings with reinforced wall panels.
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- Bulletin of Earthquake Engineering, 2019, v. 17, n. 7, p. 3933, doi. 10.1007/s10518-019-00630-3
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Comparison of methods to develop risk-targeted seismic design maps.
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- Bulletin of Earthquake Engineering, 2019, v. 17, n. 7, p. 3727, doi. 10.1007/s10518-019-00629-w
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Seismic fragility analysis of deteriorating RC bridge columns with time-variant capacity index.
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- Bulletin of Earthquake Engineering, 2019, v. 17, n. 7, p. 4247, doi. 10.1007/s10518-019-00628-x
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- Article
Behavior of a spherical deformable rolling seismic isolator for lightweight residential construction.
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- Bulletin of Earthquake Engineering, 2019, v. 17, n. 7, p. 4321, doi. 10.1007/s10518-019-00626-z
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Risk-adjusted design basis earthquake: a case study of Tehran megacity.
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- Bulletin of Earthquake Engineering, 2019, v. 17, n. 7, p. 3777, doi. 10.1007/s10518-019-00625-0
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Empirical predictive model for generating synthetic non-stationary stochastic accelerogram of the Iranian plateau: including far- and near-field effects as well as mainshock and aftershock categorization.
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- Bulletin of Earthquake Engineering, 2019, v. 17, n. 7, p. 3681, doi. 10.1007/s10518-019-00624-1
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Ground-motion models for predicting vertical components of PGA, PGV and 5%-damped spectral acceleration (0.01–10 s) in Iran.
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- Bulletin of Earthquake Engineering, 2019, v. 17, n. 7, p. 3615, doi. 10.1007/s10518-019-00623-2
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Investigation on improving the shear behavior of columns in masonry infilled RC frames under lateral loads.
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- Bulletin of Earthquake Engineering, 2019, v. 17, n. 7, p. 3995, doi. 10.1007/s10518-019-00622-3
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Seismic fragility curves for California concrete bridges with flared two-column bents.
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- Bulletin of Earthquake Engineering, 2019, v. 17, n. 7, p. 4299, doi. 10.1007/s10518-019-00621-4
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Review of experimental tests and numerical study on masonry vaults reinforced through fiber-reinforced mortar coating.
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- Bulletin of Earthquake Engineering, 2019, v. 17, n. 7, p. 4027, doi. 10.1007/s10518-019-00619-y
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Self-similar interstory drift spectrum and response distribution of flexural-shear beam with nonuniform lateral stiffness.
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- Bulletin of Earthquake Engineering, 2019, v. 17, n. 7, p. 4115, doi. 10.1007/s10518-019-00617-0
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Experimental study of a new pure bending yielding dissipater.
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- Bulletin of Earthquake Engineering, 2019, v. 17, n. 7, p. 4389, doi. 10.1007/s10518-019-00616-1
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Dimensionless fragility analysis of seismic acceleration demands through low-order building models.
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- Bulletin of Earthquake Engineering, 2019, v. 17, n. 7, p. 3815, doi. 10.1007/s10518-019-00615-2
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Seismic evaluation of bridge bearings based on damage index.
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- Bulletin of Earthquake Engineering, 2019, v. 17, n. 7, p. 4269, doi. 10.1007/s10518-019-00614-3
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Base shear determination using response-spectrum modal analysis of multi-degree-of-freedom systems with soil–structure interaction.
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- Bulletin of Earthquake Engineering, 2019, v. 17, n. 7, p. 3801, doi. 10.1007/s10518-019-00612-5
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Seismic strengthening of clay block masonry buildings with composites: an experimental study of a full scale three-storey building model.
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- Bulletin of Earthquake Engineering, 2019, v. 17, n. 7, p. 4049, doi. 10.1007/s10518-019-00609-0
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A period-dependent topographic amplification model for earthquake loss estimation.
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- Bulletin of Earthquake Engineering, 2019, v. 17, n. 7, p. 3709, doi. 10.1007/s10518-019-00608-1
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Experimental and applied element modeling of masonry walls retrofitted with near surface mounted (NSM) reinforcing steel bars.
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- Bulletin of Earthquake Engineering, 2019, v. 17, n. 7, p. 4081, doi. 10.1007/s10518-019-00607-2
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Experimental assessment of the out-of-plane strength of URM infill walls with different slenderness and boundary conditions.
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- Bulletin of Earthquake Engineering, 2019, v. 17, n. 7, p. 3959, doi. 10.1007/s10518-019-00604-5
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In-plane seismic behavior of full-scale earthen walls with openings retrofitted with timber elements and vertical tensors.
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- Bulletin of Earthquake Engineering, 2019, v. 17, n. 7, p. 4193, doi. 10.1007/s10518-019-00601-8
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