Response spectra and design spectrum of ground fissures site under seismic action

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The study investigated seismic response spectra and proposed design response spectra for a ground-fissures site in Xi’an (soil class II; shear-wave velocity Vs 250–500 m/s) using shaking-table tests alongside 3D numerical soil calculations to assess how ground-motion characteristics and geological structure influence spectral behavior. It found that ground fissuring amplifies seismic waves and alters their spectral characteristics, with greater amplification at larger dip angles, producing stronger superstructure responses on the hanging wall than the footwall (“hanging-wall/footwall effect”). The resonant response depended on seismic-wave frequency content, with bedrock waves (rich in high frequencies) favoring short-period SDOF systems, while Jiangyou and El Centro waves (more low-frequency content) produced stronger low-frequency resonance. The paper’s main limitation is that it focuses on a specific site configuration and uses preselected input motions and SDOF-based resonance characterization to derive standardized spectra. The paper does not explicitly discuss endometriosis or adenomyosis; it was included in the corpus via a keyword match in the upstream search index.

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Abstract

Abstract To make efficient use of land resources and minimize the seismic destruction of structures in the ground fissures zone, the shaking table tests and 3-dimensional numerical calculation of the soil were completed, based on the ground fissures site in Xi'an (Class II, with the shear wave velocity Vs ranging from 250 m/s to 500 m/s). Influence laws of ground motion characteristics and geological structure characteristics on seismic response spectra were revealed. Based on the statistics and analysis of seismic waves of the ground fissures site, standardized design response spectra and mathematical formula of the ground fissures site were determined. The findings indicated that: the ground fissure exerted an amplifying influence on seismic waves and changed their spectral characteristics. Moreover, the amplification effect increased with the increasing of the dip angle of ground fissure. These amplified seismic excitations heightened the response of the superstructure, with more pronounced effects observed on the hanging wall compared to the footwall, showing "hanging-wall/footwall effect". Besides, the structural response was related to the spectral characteristics of seismic waves. Bedrock waves with rich high-frequency components were more likely to resonate with SDOF systems with short period, while Jiangyou waves and El Centro waves with more low-frequency components had more intense resonance responses. With the increasing of fault distance, the characteristic period Tg increased, but platform value of response spectra βmax decreased. The value of βmax was between 2.52 and 3.62. The distributed patterns were respectively ∨-shaped and ∧-shaped. The research results of the design spectra can be used in the seismic design of the superstructure in the ground fissures site.
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Response spectra and design spectrum of ground fissures site under seismic action | Research Square window.SnipcartSettings = { analytics: { enabled: false } }; (function() { var accessVector = localStorage.getItem('access_vector') || ''; window.dataLayer = window.dataLayer || []; if (accessVector) { window.dataLayer.push({ user: { profile: { profileInfo: { snid: accessVector } } } }); } })(); (function(w,d,s,l,i){w[l]=w[l]||[];w[l].push({'gtm.start':new Date().getTime(),event:'gtm.js'});var f=d.getElementsByTagName(s)[0],j=d.createElement(s),dl=l!='dataLayer'?'&l='+l:'';j.async=true;j.src='https://www.googletagmanager.com/gtm.js?id='+i+dl;f.parentNode.insertBefore(j,f);})(window,document,'script','dataLayer','GTM-K279D39R'); Browse Preprints In Review Journals COVID-19 Preprints AJE Video Bytes Research Tools Research Promotion AJE Professional Editing AJE Rubriq About Preprint Platform In Review Editorial Policies Our Team Advisory Board Help Center Sign In Submit a Preprint Cite Share Download PDF Article Response spectra and design spectrum of ground fissures site under seismic action Chao Zhang, Weining Zhong, Jiaojiao Chen, Xin Li, Yu Pu, Jianlong Yi, and 1 more This is a preprint; it has not been peer reviewed by a journal. https://doi.org/ 10.21203/rs.3.rs-5855534/v1 This work is licensed under a CC BY 4.0 License Status: Published Journal Publication published 08 May, 2025 Read the published version in Scientific Reports → Version 1 posted 9 You are reading this latest preprint version Abstract To make efficient use of land resources and minimize the seismic destruction of structures in the ground fissures zone, the shaking table tests and 3-dimensional numerical calculation of the soil were completed, based on the ground fissures site in Xi'an (Class II, with the shear wave velocity Vs ranging from 250 m/s to 500 m/s). Influence laws of ground motion characteristics and geological structure characteristics on seismic response spectra were revealed. Based on the statistics and analysis of seismic waves of the ground fissures site, standardized design response spectra and mathematical formula of the ground fissures site were determined. The findings indicated that: the ground fissure exerted an amplifying influence on seismic waves and changed their spectral characteristics. Moreover, the amplification effect increased with the increasing of the dip angle of ground fissure. These amplified seismic excitations heightened the response of the superstructure, with more pronounced effects observed on the hanging wall compared to the footwall, showing "hanging-wall/footwall effect". Besides, the structural response was related to the spectral characteristics of seismic waves. Bedrock waves with rich high-frequency components were more likely to resonate with SDOF systems with short period, while Jiangyou waves and El Centro waves with more low-frequency components had more intense resonance responses. With the increasing of fault distance, the characteristic period T g increased, but platform value of response spectra β max decreased. The value of β max was between 2.52 and 3.62. The distributed patterns were respectively ∨-shaped and ∧-shaped. The research results of the design spectra can be used in the seismic design of the superstructure in the ground fissures site. Physical sciences/Engineering/Civil engineering Earth and environmental sciences/Solid earth sciences/Geology Earth and environmental sciences/Solid earth sciences/Seismology ground fissures site shaking table test numerical calculation seismic response spectra design spectra Full Text Additional Declarations No competing interests reported. Cite Share Download PDF Status: Published Journal Publication published 08 May, 2025 Read the published version in Scientific Reports → Version 1 posted Editorial decision: Accepted 02 May, 2025 Reviews received at journal 02 May, 2025 Reviewers agreed at journal 02 May, 2025 Reviewers agreed at journal 30 Apr, 2025 Reviews received at journal 29 Apr, 2025 Reviewers agreed at journal 28 Apr, 2025 Reviewers invited by journal 28 Apr, 2025 Submission checks completed at journal 26 Apr, 2025 First submitted to journal 23 Apr, 2025 You are reading this latest preprint version Research Square lets you share your work early, gain feedback from the community, and start making changes to your manuscript prior to peer review in a journal. As a division of Research Square Company, we’re committed to making research communication faster, fairer, and more useful. We do this by developing innovative software and high quality services for the global research community. Our growing team is made up of researchers and industry professionals working together to solve the most critical problems facing scientific publishing. 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