Found: 19
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CPT-based liquefaction resistance of clean and silty sands: a drainage conditions based approach.
- Published in:
- Bulletin of Earthquake Engineering, 2022, v. 20, n. 15, p. 7957, doi. 10.1007/s10518-022-01501-0
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- Article
Correction to: CPT-based liquefaction resistance of clean and silty sands: A drainage conditions based approach: Nurhan Ecemis.
- Published in:
- 2022
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- Publication type:
- Correction Notice
Loss of support assessment for precast portal frames with friction connections and masonry infills.
- Published in:
- Bulletin of Earthquake Engineering, 2022, v. 20, n. 15, p. 7983, doi. 10.1007/s10518-022-01489-7
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- Article
Development of frequency-content based framework to extract fragility curves using real ground motion records.
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- Bulletin of Earthquake Engineering, 2022, v. 20, n. 15, p. 8011, doi. 10.1007/s10518-022-01510-z
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- Article
Damage assessment in single-nave churches and analysis of the most recurring mechanisms after the 2016–2017 central Italy earthquakes.
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- Bulletin of Earthquake Engineering, 2022, v. 20, n. 15, p. 8031, doi. 10.1007/s10518-022-01507-8
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- Article
Appraisal of seismic design methodologies for suspended non-structural elements in Europe.
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- Bulletin of Earthquake Engineering, 2022, v. 20, n. 15, p. 8061, doi. 10.1007/s10518-022-01492-y
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- Article
Empirical models for the nonlinear rocking response of shallow foundations.
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- Bulletin of Earthquake Engineering, 2022, v. 20, n. 15, p. 8099, doi. 10.1007/s10518-022-01449-1
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- Article
Regional-scale stochastic nonlinear seismic time history analysis of RC frame structures.
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- Bulletin of Earthquake Engineering, 2022, v. 20, n. 15, p. 8123, doi. 10.1007/s10518-022-01473-1
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- Article
Vulnerability assessment and collapse simulation of unreinforced masonry structures subjected to sequential ground motions.
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- Bulletin of Earthquake Engineering, 2022, v. 20, n. 15, p. 8151, doi. 10.1007/s10518-022-01509-6
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- Article
Analytical-mechanical based framework for seismic overall fragility analysis of existing RC buildings in town compartments.
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- Bulletin of Earthquake Engineering, 2022, v. 20, n. 15, p. 8179, doi. 10.1007/s10518-022-01516-7
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- Article
Enhancing displacement coefficient method for multi degree of freedom buildings (MDOF) considering nonlinear soil structure interaction.
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- Bulletin of Earthquake Engineering, 2022, v. 20, n. 15, p. 8217, doi. 10.1007/s10518-022-01513-w
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- Article
Seismic MainShock–AfterShock response assessment of reinforced concrete bridges pre-exposed to flood induced local scouring.
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- Bulletin of Earthquake Engineering, 2022, v. 20, n. 15, p. 8253, doi. 10.1007/s10518-022-01519-4
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- Article
In-plane and out-of-plane model for retrofitted infill walls in reinforced concrete framed buildings.
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- Bulletin of Earthquake Engineering, 2022, v. 20, n. 15, p. 8277, doi. 10.1007/s10518-022-01522-9
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- Article
Parametric analyses of dynamic interaction between three-dimensional soil and frame structure group under earthquake loadings.
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- Bulletin of Earthquake Engineering, 2022, v. 20, n. 15, p. 8305, doi. 10.1007/s10518-022-01511-y
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- Article
Out-of-plane shake table test of a rammed earth sub-assembly.
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- Bulletin of Earthquake Engineering, 2022, v. 20, n. 15, p. 8325, doi. 10.1007/s10518-022-01525-6
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- Article
Peak drift ratio estimation for unreinforced masonry walls using visual features of damage.
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- Bulletin of Earthquake Engineering, 2022, v. 20, n. 15, p. 8357, doi. 10.1007/s10518-022-01523-8
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- Article
A method for linear response analysis of long bridges under multi-support seismic excitation.
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- Bulletin of Earthquake Engineering, 2022, v. 20, n. 15, p. 8381, doi. 10.1007/s10518-022-01517-6
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- Publication type:
- Article
Large-scale seismic damage scenario assessment of precast buildings after the May 2012 Emilia earthquake.
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- Bulletin of Earthquake Engineering, 2022, v. 20, n. 15, p. 8411, doi. 10.1007/s10518-022-01529-2
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- Publication type:
- Article
An expeditious tool for the vulnerability assessment of masonry structures in post-earthquake reconstruction.
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- Bulletin of Earthquake Engineering, 2022, v. 20, n. 15, p. 8445, doi. 10.1007/s10518-022-01528-3
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- Article