INGe: Intensity-ground motion data set for Italy [PDF]
, 2022 In this paper we present an updated and homogeneous earthquake dataset for Italy compiled by joining the intensities available in the Italian Macroseismic Database DBMI15 and the peak ground motion (PGM) parameters present in the Engineering Strong ...
Michelini, Alberto +2 more
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Dimensional response analysis of bilinear systems subjected to non-pulselike earthquake ground motions [PDF]
, 2011 The maximum inelastic response of bilinear single-degree-of-freedom systems when subjected to ground motions without distinguishable pulses is revisited with dimensional analysis by identifying time scales and length scales in the time histories of ...
Karavasilis, Theodore L. +8 more
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gmKriger: Kriging-based ground motion intensity measure calculator
, 2023 <p>Kriging-based ground motion intensity measure calculator.</p ...
Pretell, Renmin
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Seismic performance of moment frames under multiple fling-step pulse ground motions
Jurnal Ilmiah SINERGI, 2022 The displacement fling-step pulse seldom signatures near-field earthquake in its ground motions. It is well recognized that the near-field ground motion with velocity pulse amplifies the building drift larger than the regular ground motion.
Ade Faisal +3 more
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Sufficiency assessments of ground motion intensity measures employing kullback-leibler theory (applied for typical south pars offshore platforms) [PDF]
Numerical Methods in Civil Engineering, 2021 The potential ingrained uncertainty in ground motion records may significantly influence the structural seismic risk assessment in performance-based earthquake engineering (PBEE). One of the basic components of the socio-economic method of PBEE design is
Samira Babaei +2 more
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Dizhen xuebao, 2022 选取了50条实际地震动，采用一维场地等效线性化方法分别对均匀半空间场地和成层半空间场地进行地震响应分析，同时选择效益性作为判别标准来探究最优地震动峰值指标（峰值加速度PGA，峰值速度PGV，峰值位移PGD）随埋深变化的规律。研究结果表明：对于选取的两类场地，最优地震动峰值指标均随埋深的改变而变化，埋深浅时PGA效益性最优，随着埋深的增加，效益性最优逐渐由PGA转变至PGV；PGA与PGV转折的交点位置随场地剪切波速的不同而不同，且该转折交点位置与场地剪切波速呈线性相关。
Mi Zhao +3 more
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Incremental dynamic analysis of underground subway station structure [PDF]
E3S Web of Conferences, 2021 Incremental dynamic analysis constitutes the basis of seismic performance evaluation and seismic vulnerability assessment. In this paper, a typical two-story three-span subway station structure is selected as an example structure and its incremental ...
Liu Tong +3 more
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Ground-motion predictive equations for low-magnitude earthquakes in the Campania–Lucania area, Southern Italy [PDF]
, 2010 A key aspect of ground-shaking map calculation is represented by ground-motion predictive equations (GMPEs). In fact, ground-shaking maps obtained soon after an earthquake are calculated by integrating observed data and ground-motion estimates from GMPEs
A Emolo +8 more
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The Effect of Record Selection Technique on Dissipated Hysteresis Energy and Park Ang Damage Index in Moment Resisting RC Frames [PDF]
Journal of Structural and Construction Engineering, 2020 The main sources of the uncertainty in estimation of structural seismic responses is the uncertainty of the earthquake records as the input excitations.
Gholamreza Abdollahzadeh +1 more
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Frontiers in Earth Science, 2021 In order to study the longitudinal seismic capacity of shield tunnels, this work applies the structural seismic vulnerability analysis, based on incremental dynamic analysis (IDA), to a shield tunnel and explores the ground motion intensity measure ...
Zhengfang Dong +8 more
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