Enhanced seismic isolation and energy dissipation approach for the aboveground negative-stiffness-based isolated structure with an underground structure

Zhao Z.; Chen Q.; Wang Y.Hong N.Qiang H.

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Enhanced seismic isolation and energy dissipation approach for the aboveground negative-stiffness-based isolated structure with an underground structure

机译：Enhanced seismic isolation and energy dissipation approach for the aboveground negative-stiffness-based isolated structure with an underground structure

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? 2023 Elsevier LtdAboveground structures are increasingly being built in proximity to underground facilities to produce synthetic functions in an intensive space. Targeting multi-seismic performance upgradation and enhanced vibration decoupling, a negative-stiffness amplification system-enabled isolation system (NSAS-IS) is proposed for an aboveground structure within a coupled underground-structure–soil and aboveground-structure–soil system to develop a novel interaction system. The mechanical layout and constitutive model of the NSAS-IS are elaborated, and structural models are established for NSAS-IS-equipped structures built on a fixed base and flexible soil with and without underground structures. The effectiveness and design principle of the NSAS are initially set for the fixed-base condition as a reference, based on which the soil effects with and without the influence of underground structures are distinguished through comparisons. Given the significant impact of flexible soil and underground structures, a generic design framework is proposed for NSAS-ISs employed in underground-structure–soil and aboveground-structure–soil systems. In addition, the enhanced energy dissipation effect of the NSAS and suppressed seismic responses of the soil, ground, and underground structures are illustrated. The obtained results highlight the necessity of incorporating the effects of the soil–structure interaction and underground structures into the performance evaluation and design of NSAS-ISs. Regardless of the soil type and existence of underground structures, NSAS-IS exhibits enhanced energy dissipation efficiency and isolating effects to suppress the seismic performances of the superstructure and isolation layer simultaneously. However, its efficiency could be weakened by complex interactive behaviors when the soil period is close to the isolation period of the NSAS-IS. The proposed design framework can be adopted as a guideline to guarantee the expected isolation effects of the aboveground structure in cases that consider the soil conditions, and simultaneously, the adverse impacts of the aboveground structure imposed on the underground structure can be effectively reduced by the proposed NSAS.

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《Tunnelling and underground space technology》 |2023年第4期|1.1-1.19|共19页
作者
Zhao Z.; Chen Q.; Wang Y.Hong N.Qiang H.;
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作者单位

Department of Disaster Mitigation for Structures Tongji University||JSPS International Research Fellow International Research Institute of Disaster Science Tohoku University;

Department of Disaster Mitigation for Structures Tongji University;

Department 403 Rocket Force University of Engineering||Rocket Force University of EngineeringRocket Force University of Engineering||Staff room 206 Rocket Force University of Engineering||Institute of Earthquake Protection and Disaster Mitigation Lanzhou University of TechnologyStaff room 206 Rocket Force University of Engineering;

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Aboveground structure; Negative stiffness; Soil–structure interaction; Underground structure;

Enhanced seismic isolation and energy dissipation approach for the aboveground negative-stiffness-based isolated structure with an underground structure

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