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1. A framework for harmonized cross-border seismic risk assessment NSTL国家科技图书文献中心

Babic, Anze | Polese, Maria ... - 《Bulletin of earthquake engineering》 - 2025,23(6) - 2421～2449 - 共29页

摘要：In transboundary areas, harmonizing risk | assessment across borders is essential for effective risk | management. However, differing methodologies for seismic | risk assessment used by different countries can yield | unequal results on either side of the border. This study

关键词： Seismic risk assessment | Building stock | Cross-border area | Harmonization | Loss Estimation

2. Stochastic event-based probabilistic earthquake risk assessment framework for Uganda: towards informing the National Policy for Disaster preparedness and management NSTL国家科技图书文献中心

Oleng, Morris | Ozdemir, Zuhal ... - 《Bulletin of earthquake engineering》 - 2025,23(4) - 1371～1406 - 共36页

摘要：Catastrophic earthquakes in Uganda have the | potential for detrimental consequences on the socio | -economic welfare and resilience of communities. Despite | considerable efforts in predicting earthquake risk across | Africa, a national comprehensive seismic risk study for

关键词： Uganda, stochastic event-based modelling | Probabilistic seismic hazard analysis | Structural vulnerability | Building exposure | Probabilistic seismic risk assessment | Sub-Saharan Africa

3. A simplified loss-based procedure for seismic risk mitigation at a territorial scale NSTL国家科技图书文献中心

Gusella, Federico | Bartoli, Gianni ... - 《Bulletin of earthquake engineering》 - 2025,23(5) - 1941～1968 - 共28页

摘要：The socio-economic and political impact of | recent earthquakes proved the urgent need to develop a | comprehensive methodology for creating earthquake scenarios | and conducting risk analysis focusing on European | buildings. Referring to the structural typologies

关键词： Loss-based earthquake engineering, large-scale | Fragility curves | EMS-98 | Expected annual loss | Retrofitting

4. Directionality of average spectral acceleration, SaAvg, in the 2023 Kahramanmaras, Türkiye earthquake sequence NSTL国家科技图书文献中心

Liapopoulou, Maria | Davalos, Hector ... - 《Bulletin of earthquake engineering》 - 2025,23(3) - 1083～1105 - 共23页

摘要：This study investigates the directionality of | spectral accelerations averaged over a period range in | 453 ground motions that were recorded in the Turkish | strong-motion accelerograph network during the 2023 | Kahramanmara & scedil; earthquake sequence. This measure of

关键词： Directionality | Ground motion intensity | Averaged spectral acceleration | Orientation of maximum intensity | 2023 T & uuml;rkiye sequence

5. Retrofitting through the loss-Based Earthquake engineering NSTL国家科技图书文献中心

Gusella, Federico | Bartoli, Gianni - 《Bulletin of earthquake engineering》 - 2025,23(1) - 275～299 - 共25页 - 被引量：1

摘要：The novelty of the research is the development | of closed-from equations to assess the effective | capacity of retrofitting interventions to reduce the | seismic risk of existing buildings. The goal of the | proposed procedure is to provide decision-making in the

关键词： Loss-Based Earthquake Engineering | Seismic risk | Expected Annual Loss | Retrofitting | Existing buildings

6. Evaluation of seismic demands for adjacent irregular buildings with transverse alignment eccentricity NSTL国家科技图书文献中心

Raheem, Shehata E. A... | Youssry, Ahmed ... - 《Bulletin of earthquake engineering》 - 2025,23(1) - 301～326 - 共26页

摘要：Seismic pounding occurs when adjacent | buildings lack adequate spacing, exacerbated by Alignment | eccentricity and horizontal irregularities of adjacent | buildings. The seismic lateral oscillation of adjacent | irregular buildings promotes a torsional response under

关键词： Time history analysis | Gap element model | Eccentric pounding | Adjacent irregular buildings

7. Seismic behavior of cold-formed steel framed multi-panel and two-story shear walls NSTL国家科技图书文献中心

Pehlivan, Baris Mert | Baran, Eray ... - 《Bulletin of earthquake engineering》 - 2025,23(5) - 2201～2232 - 共32页

摘要：This paper presents an experimental | investigation on the seismic behavior of cold-formed steel | (CFS) shear wall systems. Two sets of cyclic lateral | loading tests were conducted on OSB sheathed CFS shear | wall specimens. The first part of the study deals

关键词： Cold-formed steel | Shear wall | Seismic performance

8. Characterisation of the rigid diaphragm conditions for cross laminated timber floors NSTL国家科技图书文献中心

D'Arenzo, Giuseppe | Rigo, Pietro ... - 《Bulletin of earthquake engineering》 - 2025,23(4) - 1759～1794 - 共36页

摘要：This paper presents a comprehensive numerical | study aimed at defining the conditions for which Cross | -Laminated Timber (CLT) floor diaphragms of platform-type | CLT buildings can be assumed rigid in linear seismic | analyses. Numerical analyses are conducted on a regular

关键词： CLT | Floors | Rigid diaphragm | Shear walls | Numerical analyses | Linear seismic analyses

9. Analysis of impulsive ground motions from February 2023 Kahramanmaraş earthquake sequence NSTL国家科技图书文献中心

Ertuncay, Deniz | Costa, Giovanni - 《Bulletin of earthquake engineering》 - 2025,23(3) - 965～999 - 共35页

摘要：On the 6th of February 2023, a large magnitude | earthquake (Pazarcik earthquake), M w = documentclass[12pt | ]{minimal} usepackage{amsmath} usepackage{wasysym | } usepackage{amsfonts} usepackage{amssymb} usepackage{amsbsy | } usepackage{mathrsfs} usepackage{upgreek} setlength

关键词： Kahramanmaras earthquakes | Impulsive ground motion | Near-fault ground motion | Strong motion

10. Probabilistic parametric analysis of capacity, fragility and expected seismic damage of framed reinforced concrete buildings NSTL国家科技图书文献中心

Pujades, L. G. | Vargas-Alzate, Y. F.... - 《Bulletin of earthquake engineering》 - 2025,23(4) - 1591～1637 - 共47页

摘要：1160 framed reinforced concrete buildings | , holding 3-13 stories, have been modelled in a | probabilistic way. Capacity spectra have been calculated and | characterized by means of 5 parameters: initial stiffness | , ultimate capacity (Sdu, Sau), mu and sigma. mu is related

摘要：In transboundary areas, harmonizing risk | assessment across borders is essential for effective risk | management. However, differing methodologies for seismic | risk assessment used by different countries can yield | unequal results on either side of the border. This study

关键词： Seismic risk assessment | Building stock | Cross-border area | Harmonization | Loss Estimation

摘要：Catastrophic earthquakes in Uganda have the | potential for detrimental consequences on the socio | -economic welfare and resilience of communities. Despite | considerable efforts in predicting earthquake risk across | Africa, a national comprehensive seismic risk study for

关键词： Uganda, stochastic event-based modelling | Probabilistic seismic hazard analysis | Structural vulnerability | Building exposure | Probabilistic seismic risk assessment | Sub-Saharan Africa

摘要：The socio-economic and political impact of | recent earthquakes proved the urgent need to develop a | comprehensive methodology for creating earthquake scenarios | and conducting risk analysis focusing on European | buildings. Referring to the structural typologies

关键词： Loss-based earthquake engineering, large-scale | Fragility curves | EMS-98 | Expected annual loss | Retrofitting

摘要：This study investigates the directionality of | spectral accelerations averaged over a period range in | 453 ground motions that were recorded in the Turkish | strong-motion accelerograph network during the 2023 | Kahramanmara & scedil; earthquake sequence. This measure of

关键词： Directionality | Ground motion intensity | Averaged spectral acceleration | Orientation of maximum intensity | 2023 T & uuml;rkiye sequence

摘要：The novelty of the research is the development | of closed-from equations to assess the effective | capacity of retrofitting interventions to reduce the | seismic risk of existing buildings. The goal of the | proposed procedure is to provide decision-making in the

关键词： Loss-Based Earthquake Engineering | Seismic risk | Expected Annual Loss | Retrofitting | Existing buildings

摘要：Seismic pounding occurs when adjacent | buildings lack adequate spacing, exacerbated by Alignment | eccentricity and horizontal irregularities of adjacent | buildings. The seismic lateral oscillation of adjacent | irregular buildings promotes a torsional response under

关键词： Time history analysis | Gap element model | Eccentric pounding | Adjacent irregular buildings

摘要：This paper presents an experimental | investigation on the seismic behavior of cold-formed steel | (CFS) shear wall systems. Two sets of cyclic lateral | loading tests were conducted on OSB sheathed CFS shear | wall specimens. The first part of the study deals

关键词： Cold-formed steel | Shear wall | Seismic performance

摘要：This paper presents a comprehensive numerical | study aimed at defining the conditions for which Cross | -Laminated Timber (CLT) floor diaphragms of platform-type | CLT buildings can be assumed rigid in linear seismic | analyses. Numerical analyses are conducted on a regular

关键词： CLT | Floors | Rigid diaphragm | Shear walls | Numerical analyses | Linear seismic analyses

摘要：On the 6th of February 2023, a large magnitude | earthquake (Pazarcik earthquake), M w = documentclass[12pt | ]{minimal} usepackage{amsmath} usepackage{wasysym | } usepackage{amsfonts} usepackage{amssymb} usepackage{amsbsy | } usepackage{mathrsfs} usepackage{upgreek} setlength

关键词： Kahramanmaras earthquakes | Impulsive ground motion | Near-fault ground motion | Strong motion

摘要：1160 framed reinforced concrete buildings | , holding 3-13 stories, have been modelled in a | probabilistic way. Capacity spectra have been calculated and | characterized by means of 5 parameters: initial stiffness | , ultimate capacity (Sdu, Sau), mu and sigma. mu is related

关键词： Seismic risk | RC buildings | Probabilistic approach | Damage scenarios | Barcelona city

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