Works matching IS 1570761X AND DT 2017 AND VI 15 AND IP 7
Results: 22
Consistency of analysis methods considered in EC8-3 for the seismic assessment of RC existing buildings.
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- Bulletin of Earthquake Engineering, 2017, v. 15, n. 7, p. 3027, doi. 10.1007/s10518-016-0070-x
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- Article
Seismic vulnerability assessment of the old city centre of Horta, Azores: calibration and application of a seismic vulnerability index method.
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- Bulletin of Earthquake Engineering, 2017, v. 15, n. 7, p. 2879, doi. 10.1007/s10518-016-0071-9
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Seismic vulnerability and risk analysis of the old building stock at urban scale: application to a neighbourhood in Lisbon.
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- Bulletin of Earthquake Engineering, 2017, v. 15, n. 7, p. 2901, doi. 10.1007/s10518-016-0072-8
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Damage assessment of three medieval churches after the 2012 Emilia earthquake.
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- Bulletin of Earthquake Engineering, 2017, v. 15, n. 7, p. 2939, doi. 10.1007/s10518-016-0073-7
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- Article
Seismic behaviour of full-scale hollow bricks-infilled RC frames under cyclic loads.
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- Bulletin of Earthquake Engineering, 2017, v. 15, n. 7, p. 2981, doi. 10.1007/s10518-016-0074-6
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- Article
Probabilistic seismic hazard assessment for Saudi Arabia using spatially smoothed seismicity and analysis of hazard uncertainty.
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- Bulletin of Earthquake Engineering, 2017, v. 15, n. 7, p. 2695, doi. 10.1007/s10518-016-0075-5
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- Article
Probabilistic seismic hazard assessment for sliding displacement of slopes: an application in Turkey.
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- Bulletin of Earthquake Engineering, 2017, v. 15, n. 7, p. 2737, doi. 10.1007/s10518-016-0079-1
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Developing hybrid parameters for measuring damage potential of earthquake records: case for RC building stock.
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- Bulletin of Earthquake Engineering, 2017, v. 15, n. 7, p. 3083, doi. 10.1007/s10518-016-0080-8
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- Article
Seismic performance of buried electrical cables: evidence-based repair rates and fragility functions.
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- Bulletin of Earthquake Engineering, 2017, v. 15, n. 7, p. 3151, doi. 10.1007/s10518-016-0077-3
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Code-oriented floor acceleration spectra for building structures.
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- Bulletin of Earthquake Engineering, 2017, v. 15, n. 7, p. 3013, doi. 10.1007/s10518-016-0076-4
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National-level prediction of expected seismic loss based on historical catalogue.
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- Bulletin of Earthquake Engineering, 2017, v. 15, n. 7, p. 2853, doi. 10.1007/s10518-016-0078-2
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Prediction of lateral stiffness and fundamental period of concentrically braced frame buildings.
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- Bulletin of Earthquake Engineering, 2017, v. 15, n. 7, p. 3053, doi. 10.1007/s10518-016-0081-7
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- Article
Seismic behavior of two monumental buildings in historical Cappadocia region of Turkey.
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- Bulletin of Earthquake Engineering, 2017, v. 15, n. 7, p. 3103, doi. 10.1007/s10518-016-0082-6
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- Article
Assessment of the in-plane deformability of RC floors with traditional and innovative lightening elements in RC framed and wall structures.
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- Bulletin of Earthquake Engineering, 2017, v. 15, n. 7, p. 3125, doi. 10.1007/s10518-017-0083-0
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- Article
The 2015 Mw 7.8 Gorkha Earthquake in Nepal and its aftershocks: analysis of strong ground motion.
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- Bulletin of Earthquake Engineering, 2017, v. 15, n. 7, p. 2587, doi. 10.1007/s10518-017-0084-z
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A model for multi-directional cyclic shear-induced pore water pressure and settlement on clays.
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- Bulletin of Earthquake Engineering, 2017, v. 15, n. 7, p. 2761, doi. 10.1007/s10518-017-0086-x
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Probabilistic seismic performance assessment of the soil-structure interaction effect on seismic response of mid-rise setback steel buildings.
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- Bulletin of Earthquake Engineering, 2017, v. 15, n. 7, p. 2827, doi. 10.1007/s10518-017-0087-9
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- Article
An empirical model for the mean period (T) of ground motions using the NGA-West2 database.
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- Bulletin of Earthquake Engineering, 2017, v. 15, n. 7, p. 2673, doi. 10.1007/s10518-017-0088-8
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- Article
Physics-based seismic input for engineering applications: a case study in the Aterno river valley, Central Italy.
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- Bulletin of Earthquake Engineering, 2017, v. 15, n. 7, p. 2645, doi. 10.1007/s10518-017-0089-7
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- Article
A nonlinear constitutive model for beam elements with cyclic degradation and damage assessment for advanced dynamic analyses of geotechnical problems. Part I: theoretical formulation.
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- Bulletin of Earthquake Engineering, 2017, v. 15, n. 7, p. 2785, doi. 10.1007/s10518-017-0090-1
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- Article
A nonlinear constitutive model for beam elements with cyclic degradation and damage assessment for advanced dynamic analyses of geotechnical problems. Part II: validation and application to a dynamic soil-structure interaction problem.
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- Bulletin of Earthquake Engineering, 2017, v. 15, n. 7, p. 2803, doi. 10.1007/s10518-017-0091-0
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A model for predicting vertical component peak ground acceleration (PGA), peak ground velocity (PGV), and 5% damped pseudospectral acceleration (PSA) for Europe and the Middle East.
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- Bulletin of Earthquake Engineering, 2017, v. 15, n. 7, p. 2617, doi. 10.1007/s10518-016-0063-9
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- Article