{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,1,7]],"date-time":"2026-01-07T23:24:01Z","timestamp":1767828241871,"version":"3.49.0"},"reference-count":34,"publisher":"Springer Science and Business Media LLC","issue":"3","license":[{"start":{"date-parts":[[2019,10,19]],"date-time":"2019-10-19T00:00:00Z","timestamp":1571443200000},"content-version":"tdm","delay-in-days":0,"URL":"https:\/\/creativecommons.org\/licenses\/by\/4.0"},{"start":{"date-parts":[[2019,10,19]],"date-time":"2019-10-19T00:00:00Z","timestamp":1571443200000},"content-version":"vor","delay-in-days":0,"URL":"https:\/\/creativecommons.org\/licenses\/by\/4.0"}],"content-domain":{"domain":["link.springer.com"],"crossmark-restriction":false},"short-container-title":["Bull Earthquake Eng"],"published-print":{"date-parts":[[2020,2]]},"abstract":"<jats:title>Abstract<\/jats:title>\n<jats:p>Mining-related seismicity is a significant problem in regions with the exploitation in underground mines. Despite the fact that mining tremors result from human activity and are classified as so-called paraseismic shocks, as with earthquakes, they are random events. Moreover, these rockbursts could cause significant damage to surface structures, including buildings. This paper deals with the analysis of experimentally obtained results in terms of the differences between the mine-induced vibrations described by the response spectra from the free-field near a given building and the simultaneously recorded vibrations in the building foundations. The influences of epicentral distance, mining tremor energy and the value of peak ground acceleration on the curves of free-field\u2014foundation response spectra ratio were studied. The impact of the type of building on the transmission of response spectra from the free-field vibrations to the building foundations was also analysed for three types of apartment buildings (low-rise, medium-rise, high-rise). The usefulness of the approximate models of the phenomenon of soil-structure interaction during earthquakes proposed in the literature is also estimated in this paper in specific instances of mining tremors. Furthermore, the study presents original, simple, empirical models for the evaluation of the differences in the response spectra originating from free-field and building foundation vibrations in the mining region.<\/jats:p>","DOI":"10.1007\/s10518-019-00734-w","type":"journal-article","created":{"date-parts":[[2019,10,19]],"date-time":"2019-10-19T17:11:46Z","timestamp":1571505106000},"page":"907-924","update-policy":"https:\/\/doi.org\/10.1007\/springer_crossmark_policy","source":"Crossref","is-referenced-by-count":15,"title":["The ratio of response spectra from seismic-type free-field and building foundation vibrations: the influence of rockburst parameters and simple models of kinematic soil-structure interaction"],"prefix":"10.1007","volume":"18","author":[{"ORCID":"https:\/\/orcid.org\/0000-0003-4617-9117","authenticated-orcid":false,"given":"Krystyna","family":"Kuzniar","sequence":"first","affiliation":[],"role":[{"role":"author","vocabulary":"crossref"}]},{"ORCID":"https:\/\/orcid.org\/0000-0002-4071-2358","authenticated-orcid":false,"given":"Tadeusz","family":"Tatara","sequence":"additional","affiliation":[],"role":[{"role":"author","vocabulary":"crossref"}]}],"member":"297","published-online":{"date-parts":[[2019,10,19]]},"reference":[{"key":"734_CR1","doi-asserted-by":"publisher","first-page":"487","DOI":"10.1016\/j.engstruct.2018.12.091","volume":"182","author":"E Ahmadi","year":"2019","unstructured":"Ahmadi E (2019a) On the structural energy distribution and cumulative damage in soil-embedded foundation-structure interaction systems. Eng Struct 182:487\u2013500. \nhttps:\/\/doi.org\/10.1016\/j.engstruct.2018.12.091","journal-title":"Eng Struct"},{"key":"734_CR2","doi-asserted-by":"publisher","first-page":"174","DOI":"10.1016\/j.soildyn.2018.10.043","volume":"117","author":"E Ahmadi","year":"2019","unstructured":"Ahmadi E (2019b) Concurrent effects of inertial and kinematic soil-structure interactions on strength-ductility-period relationship. Soil Dyn Earthq Eng 117:174\u2013189. \nhttps:\/\/doi.org\/10.1016\/j.soildyn.2018.10.043","journal-title":"Soil Dyn Earthq Eng"},{"key":"734_CR3","first-page":"15.e1","volume":"34","author":"B Arjang","year":"1997","unstructured":"Arjang B, Herget G (1997) In situ ground stresses in the Canadian hardrock mines: an update. Int J Rock Mech Min Sci 34:15.e1\u201315.e16","journal-title":"Int J Rock Mech Min Sci"},{"key":"734_CR4","first-page":"329","volume":"41","author":"R Ciesielski","year":"1995","unstructured":"Ciesielski R, Kuzniar K, Maciag E, Tatara T (1995) Damping of vibration in precast buildings with bearing concrete walls. Archives of Civil Eng 41:329\u2013341","journal-title":"Archives of Civil Eng"},{"key":"734_CR5","doi-asserted-by":"publisher","first-page":"435","DOI":"10.1016\/S0141-0296(02)00184-0","volume":"25","author":"O Deck","year":"2003","unstructured":"Deck O, Heib MA, Homand F (2003) Taking the soil\u2013structure interaction into account in assessing the loading of a structure in a mining subsidence area. Eng Struct 25:435\u2013448","journal-title":"Eng Struct"},{"key":"734_CR6","unstructured":"Dubinski J, Lurka A, Stec K (2006) Investigation of the relationship between seismic radiation pattern and focal mechanism of the seismic events (in Polish). In: Proceedings workshop: natural hazards in mining. Krakow, Poland"},{"key":"734_CR7","unstructured":"EN 1998-1 Eurocode 8 (2004) Design of structures for earthquake resistance\u2014Part 1: General rules, seismic actions and rules for buildings"},{"key":"734_CR8","unstructured":"FEMA 440 (2005) Improvement of nonlinear static seismic analysis procedures, ATC-55 Project"},{"key":"734_CR9","doi-asserted-by":"publisher","first-page":"2055","DOI":"10.1002\/eqe.3055","volume":"47","author":"J Fu","year":"2018","unstructured":"Fu J, Liang J, Todorovska MI, Trifunac MD (2018) Soil-structure system frequency and damping: estimation from eigenvalues and results for a 2D model in layered half-space. Earthq Eng Struct Dyn 47:2055\u20132075","journal-title":"Earthq Eng Struct Dyn"},{"key":"734_CR10","doi-asserted-by":"publisher","first-page":"333","DOI":"10.1007\/s10346-011-0279-3","volume":"8","author":"T Furumura","year":"2011","unstructured":"Furumura T, Takemura S, Noguchi S, Takemoto T, Maeda T, Iwai K, Padhy S (2011) Strong ground motions from the 2011 off-the Pacific-Coast-of-Tohoku, Japan (Mw\u2009=\u20099.0) earthquake obtained from a dense nationwide seismic network. Landslides 8:333\u2013338","journal-title":"Landslides"},{"key":"734_CR11","unstructured":"GBDS-2018 (2018) Guia Boliviana de diseno sismico V2.0, Version Beta (En fase de consulta publica)"},{"key":"734_CR12","doi-asserted-by":"publisher","first-page":"465","DOI":"10.1016\/j.engstruct.2017.09.031","volume":"152","author":"H G\u00fcll\u00fc","year":"2017","unstructured":"G\u00fcll\u00fc H, Karabekmez M (2017) Effect of near-fault and far-fault earthquakes on a historical masonry mosque through 3D dynamic soil-structure interaction. Eng Struct 152:465\u2013492","journal-title":"Eng Struct"},{"key":"734_CR13","doi-asserted-by":"publisher","first-page":"3653","DOI":"10.1007\/s10518-018-0314-z","volume":"16","author":"F Khosravikia","year":"2018","unstructured":"Khosravikia F, Mahsuli M, Ghannad MA (2018) The effect of soil\u2013structure interaction on the seismic risk to buildings. Bull Earthq Eng 16:3653\u20133673","journal-title":"Bull Earthq Eng"},{"key":"734_CR14","doi-asserted-by":"publisher","first-page":"141","DOI":"10.1016\/j.ijrmms.2013.02.001","volume":"61","author":"P Konicek","year":"2013","unstructured":"Konicek P, Soucek K, Stas L, Singh R (2013) Long-hole distress blasting for rockburst control during deep underground coal mining. Int J Rock Mech Min Sci 61:141\u2013153","journal-title":"Int J Rock Mech Min Sci"},{"key":"734_CR15","doi-asserted-by":"publisher","first-page":"127","DOI":"10.1016\/j.epsl.2016.12.043","volume":"461","author":"SK Kufner","year":"2017","unstructured":"Kufner SK, Schurr B, Haberland C, Zhang Y, Saul J, Ischuk A, Oimahmadov I (2017) Zooming into the Hindu Kush slab break-off: a rare glimpse on the terminal stage of subduction. Earth Planet Sci Lett 461:127\u2013140","journal-title":"Earth Planet Sci Lett"},{"key":"734_CR16","first-page":"25","volume":"10","author":"K Kuzniar","year":"2015","unstructured":"Kuzniar K, Tatara T (2015) Application of approximate SSI models in case of mining tremors. Pol Min Rev 10:25\u201330","journal-title":"Pol Min Rev"},{"key":"734_CR17","first-page":"65","volume":"1","author":"K Kuzniar","year":"2017","unstructured":"Kuzniar K, Tatara T (2017) Simple models for determination of the differences of ground and building foundation response spectra in LGC region. Tech Trans Civil Eng 1:65\u201377","journal-title":"Tech Trans Civil Eng"},{"key":"734_CR18","unstructured":"Kuzniar K, Stec K, Tatara T (2018) The impact of some parameters of mine-induced rockbursts on the transmission of free-field vibrations to the office building foundation. In: Proceedings 16th European conference on earthquake engineering, Thessaloniki, Greece; ID 10286,1\u20139"},{"key":"734_CR19","doi-asserted-by":"publisher","first-page":"1149","DOI":"10.1016\/j.ijrmms.2007.06.002","volume":"44","author":"T Li","year":"2007","unstructured":"Li T, Cai MF, Cai M (2007) A review of mining-induced seismicity in China. Int J Rock Mech Min Sci 44:1149\u20131171","journal-title":"Int J Rock Mech Min Sci"},{"key":"734_CR20","doi-asserted-by":"publisher","first-page":"572","DOI":"10.1134\/S1062739149040072","volume":"49","author":"AV Lovchikov","year":"2013","unstructured":"Lovchikov AV (2013) Review of the strongest rockbursts and mining-induced earthquakes in Russia. J Min Sci 49:572\u2013575","journal-title":"J Min Sci"},{"key":"734_CR21","doi-asserted-by":"publisher","first-page":"55","DOI":"10.1016\/j.jappgeo.2011.12.013","volume":"79","author":"CP Lu","year":"2012","unstructured":"Lu CP, Dou LM, Liu B, Xie YS, Liu HS (2012) Microseismic low-frequency precursor effect of bursting failure of coal and rock. J Appl Geophys 79:55\u201363","journal-title":"J Appl Geophys"},{"key":"734_CR22","doi-asserted-by":"publisher","first-page":"1769","DOI":"10.1193\/020515EQS022M","volume":"32","author":"E Maciag","year":"2016","unstructured":"Maciag E, Kuzniar K, Tatara T (2016) Response spectra of the ground motion and building foundation vibrations excited by rockbursts in the LGC region. Earthq Spectra 32:1769\u20131791","journal-title":"Earthq Spectra"},{"key":"734_CR23","doi-asserted-by":"publisher","first-page":"824","DOI":"10.1016\/j.soildyn.2005.12.005","volume":"48","author":"G Mylonakis","year":"2006","unstructured":"Mylonakis G, Nikolaou S, Gazetas G (2006) Footings under seismic loading: analysis and design issues with emphasis on bridge foundations. Soil Dyn Earthq Eng 48:824\u2013853","journal-title":"Soil Dyn Earthq Eng"},{"key":"734_CR24","unstructured":"NIST GCR 12-917-21 (2012) Soil-Structure interaction for building structures, prepared by NEHRP consultants joint venture (The Applied Technology Council and the Consortium of Universities for Research in Earthquake Engineering)"},{"key":"734_CR25","unstructured":"NSR-10 (2010) Normas Colombianas de Diseno y Construccion Sismo Resistente"},{"key":"734_CR26","first-page":"99","volume":"9","author":"D Olszewska","year":"2017","unstructured":"Olszewska D (2017) The acceleration response spectra for Legnica-Glogow copper district. Tech Trans Civil Eng 9:99\u2013115","journal-title":"Tech Trans Civil Eng"},{"key":"734_CR27","doi-asserted-by":"publisher","first-page":"3119","DOI":"10.1007\/s10518-018-00546-4","volume":"17","author":"F Pachla","year":"2019","unstructured":"Pachla F, Kowalska-Koczwara A, Tatara T, Stypula K (2019) The influence of vibration duration on the structure of irregular RC buildings. Bull Earthq Eng 17:3119\u20133138","journal-title":"Bull Earthq Eng"},{"key":"734_CR28","unstructured":"Pineda-Porras OA, Ordaz M (2012) Seismic damage estimation in buried pipelines due to future earthquakes: the case of the Mexico City Water System. Earthquake resistant structures: design, assessment and rehabilitation\u2014chapter 5:131\u2014150, INTECH Open Access Publisher"},{"key":"734_CR29","doi-asserted-by":"publisher","first-page":"1213","DOI":"10.1016\/S1365-1609(97)80072-X","volume":"34","author":"RF Poplawski","year":"1997","unstructured":"Poplawski RF (1997) Seismic parameters and rockburst hazard at Mt. Charlotte Mine. Int J Rock Mech Min Sci 34:1213\u20131228","journal-title":"Int J Rock Mech Min Sci"},{"key":"734_CR30","doi-asserted-by":"publisher","first-page":"949","DOI":"10.1016\/j.ijrmms.2010.06.010","volume":"47","author":"PK Singh","year":"2010","unstructured":"Singh PK, Roy MP (2010) Damage to surface structures due to blast vibration. Int J Rock Mech Min Sci 47:949\u2013961","journal-title":"Int J Rock Mech Min Sci"},{"key":"734_CR31","doi-asserted-by":"publisher","first-page":"941","DOI":"10.1016\/S0148-9062(99)00048-0","volume":"36","author":"C Srinivasan","year":"1999","unstructured":"Srinivasan C, Arora SK, Benady S (1999) Precursory monitoring of impending rockbursts in Kolar gold mines from microseismic emissions at deeper levels. Int J Rock Mech Min Sci 36:941\u2013948","journal-title":"Int J Rock Mech Min Sci"},{"key":"734_CR32","doi-asserted-by":"publisher","first-page":"173","DOI":"10.1016\/S0040-1951(01)00028-2","volume":"337","author":"RA Steward","year":"2001","unstructured":"Steward RA, Reimold WU, Charlesworth EG, Ortlepp WD (2001) The nature of deformation zone and fault rock related to a recent rockburst at Western Deep Levels Gold Mine, Witwatersrand Basin, South Africa. Tectonophysics 337:173\u2013190","journal-title":"Tectonophysics"},{"key":"734_CR33","unstructured":"The Math Works (2000) Inc MATLAB Signal Processing Toolbox. User\u2019s Guide"},{"key":"734_CR34","doi-asserted-by":"publisher","first-page":"11","DOI":"10.1016\/j.soildyn.2003.10.001","volume":"24","author":"Z Zembaty","year":"2004","unstructured":"Zembaty Z (2004) Rockburst induced ground motion\u2014a comparative study. Soil Dyn Earthq Eng 24:11\u201323","journal-title":"Soil Dyn Earthq Eng"}],"container-title":["Bulletin of Earthquake Engineering"],"original-title":[],"language":"en","link":[{"URL":"http:\/\/link.springer.com\/content\/pdf\/10.1007\/s10518-019-00734-w.pdf","content-type":"application\/pdf","content-version":"vor","intended-application":"text-mining"},{"URL":"http:\/\/link.springer.com\/article\/10.1007\/s10518-019-00734-w\/fulltext.html","content-type":"text\/html","content-version":"vor","intended-application":"text-mining"},{"URL":"http:\/\/link.springer.com\/content\/pdf\/10.1007\/s10518-019-00734-w.pdf","content-type":"application\/pdf","content-version":"vor","intended-application":"similarity-checking"}],"deposited":{"date-parts":[[2020,10,17]],"date-time":"2020-10-17T23:12:31Z","timestamp":1602976351000},"score":1,"resource":{"primary":{"URL":"http:\/\/link.springer.com\/10.1007\/s10518-019-00734-w"}},"subtitle":[],"short-title":[],"issued":{"date-parts":[[2019,10,19]]},"references-count":34,"journal-issue":{"issue":"3","published-print":{"date-parts":[[2020,2]]}},"alternative-id":["734"],"URL":"https:\/\/doi.org\/10.1007\/s10518-019-00734-w","relation":{},"ISSN":["1570-761X","1573-1456"],"issn-type":[{"value":"1570-761X","type":"print"},{"value":"1573-1456","type":"electronic"}],"subject":[],"published":{"date-parts":[[2019,10,19]]},"assertion":[{"value":"24 May 2019","order":1,"name":"received","label":"Received","group":{"name":"ArticleHistory","label":"Article History"}},{"value":"9 October 2019","order":2,"name":"accepted","label":"Accepted","group":{"name":"ArticleHistory","label":"Article History"}},{"value":"19 October 2019","order":3,"name":"first_online","label":"First Online","group":{"name":"ArticleHistory","label":"Article History"}}]}}