A novel stochastic IDA-CSM based design framework of the externally-attached sub-system for seismic upgrading

Bulletin of Earthquake Engineering, Год журнала: 2025, Номер unknown

Опубликована: Фев. 7, 2025

Язык: Английский

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Recent Developments and Innovations in Resilient Infrastructure: Exploring Cutting-Edge Strategies, Technologies, and Practices

Buildings, Год журнала: 2025, Номер 15(5), С. 792 - 792

Опубликована: Фев. 28, 2025

With the increasing frequency of natural disasters, such as earthquakes, floods, and typhoons, in recent years, importance resilient infrastructure has become increasingly prominent [...]

Язык: Английский

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Infrastructure-Oriented Efficient Materials Implemented with Fibers

Buildings, Год журнала: 2025, Номер 15(4), С. 609 - 609

Опубликована: Фев. 16, 2025

Fiber-reinforced polymers (FRPs) and fiber-reinforced cementitious composites (FRCCs) have been widely applied in infrastructure projects. In this Editorial, the research status of FRPs is first reviewed terms fibers, resin matrix, application technology, progress FRCCs then mechanical property durability, as well technology. Based on frontiers challenges FRCCs, prospects for future studies are discussed.

Язык: Английский

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The effects of reinforced concrete shear wall on the earthquake behaviour of the buildings with various column sections

Journal of Asian Architecture and Building Engineering, Год журнала: 2025, Номер unknown, С. 1 - 15

Опубликована: Фев. 22, 2025

Язык: Английский

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Modified Energy-Based Design Method of the Precast Partially Steel-Reinforced Concrete Beam–CFST Column Eccentrically Braced Frame

Buildings, Год журнала: 2025, Номер 15(11), С. 1797 - 1797

Опубликована: Май 24, 2025

The eccentrically braced frame (EBF) is a typical structural system used in high-rise buildings. Current related design methods focus on the concrete and steel structures rather than complex composite structure. In addition, they tend to overlook contribution of energy-dissipation unit its corresponding additional influence this study, precast EBF structure selected as case including partially steel-reinforced (PSRC) beam concrete-filled tubular (CFST) column. A modified energy-based method proposed leverage excellent seismic performance multi-stage mechanism eccentric braces are systematically considered through energy distribution coefficient layout dampers. study 12-floor, three-bay conducted using series nonlinear time-history analyses. Critical responses, maximum inter-story drift ratio, residual peak acceleration, analyzed evaluate effectiveness theory. recommended range from 0.70 0.80 balance between braces. terms damper layout, brace should differ among lower, middle, upper floors.

Язык: Английский

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Topology optimization of trusses considering global stability and member buckling

Journal of Constructional Steel Research, Год журнала: 2024, Номер 226, С. 109205 - 109205

Опубликована: Дек. 3, 2024

Язык: Английский

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Study on damage evolution and mechanical characteristics of concrete after combustion treatment

Journal of Building Engineering, Год журнала: 2025, Номер 100, С. 111673 - 111673

Опубликована: Янв. 2, 2025

Язык: Английский

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The risk assessment method for passengers trapped in elevators during earthquakes

Engineering Structures, Год журнала: 2025, Номер 328, С. 119780 - 119780

Опубликована: Янв. 27, 2025

Язык: Английский

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Probabilistic resilience assessment of structures considering the functional uncertainty: A case study for external prestressed subframe in strengthening

Engineering Structures, Год журнала: 2025, Номер 332, С. 119968 - 119968

Опубликована: Март 9, 2025

Язык: Английский

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Seismic performance assessment of precast concrete beam–column connections enhanced with prefabricated high-strength stainless steel wire ropes and ECC shells

Structures, Год журнала: 2025, Номер 75, С. 108871 - 108871

Опубликована: Апрель 11, 2025

Язык: Английский

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