{"id":1323,"date":"2024-12-02T08:44:43","date_gmt":"2024-12-02T07:44:43","guid":{"rendered":"https:\/\/www.hsu-hh.de\/stahlbau\/?page_id=1323"},"modified":"2024-12-02T08:44:44","modified_gmt":"2024-12-02T07:44:44","slug":"earthquake-engineering","status":"publish","type":"page","link":"https:\/\/www.hsu-hh.de\/stahlbau\/en\/research\/earthquake-engineering\/","title":{"rendered":"Earthquake engineering"},"content":{"rendered":"\n<figure class=\"wp-block-image size-slider-image\"><img loading=\"lazy\" decoding=\"async\" width=\"1800\" height=\"450\" src=\"https:\/\/www.hsu-hh.de\/stahlbau\/wp-content\/uploads\/sites\/848\/2023\/07\/iStock-501266397-1800x450.jpg\" data-credit=\"Getty Images\/iStockphoto\" alt=\"\" class=\"wp-image-1046\" \/><\/figure>\n\n\n\n<p>The goal of every civil engineer is to design structures that contribute to the growth and development of our communities. One of the most important aspects is to ensure that the structures offer a sufficient level of safety even in the event of extreme natural hazards such as earthquakes. Our team carries out state-of-the-art reliability studies of structures subjected to seismic loads, with a particular focus on steel structures. Currently, our research focuses on developing simplified reliability-oriented seismic design methods that help improve the performance of buildings and the safety of their occupants. Are you interested in our research on earthquake engineering? Then visit the links below to learn more and access all available data.<\/p>\n\n\n\n<div class=\"wp-block-columns is-layout-flex wp-container-core-columns-is-layout-9d6595d7 wp-block-columns-is-layout-flex\">\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\" style=\"flex-basis:100%\">\n<div class=\"wp-block-columns is-layout-flex wp-container-core-columns-is-layout-9d6595d7 wp-block-columns-is-layout-flex\">\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\" style=\"flex-basis:100%\">\n<div class=\"wp-block-columns is-layout-flex wp-container-core-columns-is-layout-9d6595d7 wp-block-columns-is-layout-flex\">\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\">\n<figure class=\"wp-block-image size-full is-resized\"><img loading=\"lazy\" decoding=\"async\" src=\"https:\/\/www.hsu-hh.de\/stahlbau\/wp-content\/uploads\/sites\/848\/2023\/11\/2018_hazard_model_475_pga-1.jpg\" data-credit=\"nc-hsu\" alt=\"2018_hazard_model_475_pga\" class=\"wp-image-1176\" style=\"width:468px;height:485px\" width=\"468\" height=\"485\" srcset=\"https:\/\/www.hsu-hh.de\/stahlbau\/wp-content\/uploads\/sites\/848\/2023\/11\/2018_hazard_model_475_pga-1.jpg 453w, https:\/\/www.hsu-hh.de\/stahlbau\/wp-content\/uploads\/sites\/848\/2023\/11\/2018_hazard_model_475_pga-1-289x300.jpg 289w\" sizes=\"auto, (max-width: 468px) 100vw, 468px\" \/><figcaption class=\"wp-element-caption\">475-year return period peak ground acceleration according to the German earthquake hazard model by Gr\u00fcnthal et al. (2018).<\/figcaption><\/figure>\n<\/div>\n\n\n\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\">\n<figure class=\"wp-block-image size-full is-resized\"><img loading=\"lazy\" decoding=\"async\" src=\"https:\/\/www.hsu-hh.de\/stahlbau\/wp-content\/uploads\/sites\/848\/2023\/11\/risk_targeted_seismic_map_martins_et_al.jpg\" data-credit=\"\" alt=\"\" class=\"wp-image-1177\" style=\"width:462px;height:441px\" width=\"462\" height=\"441\" srcset=\"https:\/\/www.hsu-hh.de\/stahlbau\/wp-content\/uploads\/sites\/848\/2023\/11\/risk_targeted_seismic_map_martins_et_al.jpg 453w, https:\/\/www.hsu-hh.de\/stahlbau\/wp-content\/uploads\/sites\/848\/2023\/11\/risk_targeted_seismic_map_martins_et_al-300x286.jpg 300w\" sizes=\"auto, (max-width: 462px) 100vw, 462px\" \/><figcaption class=\"wp-element-caption\"><br>Reliability-based earthquake map for Germany for an annual collapse probability of 5&#215;10<sup>-5<\/sup><\/figcaption><\/figure>\n<\/div>\n<\/div>\n\n\n\n<p><strong>Contact person:<\/strong><\/p>\n\n\n\n<p><a href=\"https:\/\/www.hsu-hh.de\/stahlbau\/nicholas-clemett\/\" data-type=\"page\" data-id=\"470\">Nicholas Clemett, <abbr title=\"Master of Science\">M.Sc.<\/abbr><\/a><\/p>\n\n\n\n<h2 class=\"wp-block-heading\">Publications<\/h2>\n\n\n\n<div class=\"wp-block-hsu-downloadblock\"><div class=\"thumbnail-area\"><img decoding=\"async\" src=\"\/wp-content\/themes\/hsu\/img\/dummy\/downloads_dummy.png\" alt=\"Download Symbol-Icon\" \/><\/div><div class=\"text-area\">Clemett N., G\u00fcndel M., (2023): Zuverl\u00e4ssigkeitsuntersuchungen zum Bedeutungsfaktor und zur Erdbebendkarte in der DIN EN 1998-1\/NA In: 18. DACH-Tagung, Kiel<\/div><div class=\"download-area\"><a class=\"download-link\" href=\"https:\/\/www.hsu-hh.de\/stahlbau\/wp-content\/uploads\/sites\/848\/2023\/11\/Zuverlaessigkeitsuntersuchungen_zum_Bedeutungsfaktor.pdf\"><span class=\"download-name\">pdf laden<\/span><span class=\"download-icon\"><img decoding=\"async\" class=\"download-icon\" alt=\"download icon\" src=\"\/wp-content\/themes\/hsu\/img\/icons\/download_icon.png\" \/><\/span><span class=\"download-size\">756 kB<\/span><\/a><\/div><\/div>\n\n\n\n<div class=\"wp-block-columns is-layout-flex wp-container-core-columns-is-layout-9d6595d7 wp-block-columns-is-layout-flex\">\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\">\n<div class=\"wp-block-hsu-downloadblock\"><div class=\"thumbnail-area\"><img decoding=\"async\" src=\"\/wp-content\/themes\/hsu\/img\/dummy\/downloads_dummy.png\" alt=\"Download Symbol-Icon\" \/><\/div><div class=\"text-area\">Clemett N., Rapps C., G\u00fcndel M., (2023): Evaluation of typology-specific fragility curves used for risk-targeted seismic design maps in regions of low seismicity: A German case-study<\/div><div class=\"download-area\"><a class=\"download-link\" href=\"https:\/\/www.hsu-hh.de\/stahlbau\/wp-content\/uploads\/sites\/848\/2023\/07\/Clemett-et-al.-2023-Evaluation-of-typology\u2010specific-fragility-curves-used-for-risk\u2010targeted-seismic.pdf\"><span class=\"download-name\">pdf laden<\/span><span class=\"download-icon\"><img decoding=\"async\" class=\"download-icon\" alt=\"download icon\" src=\"\/wp-content\/themes\/hsu\/img\/icons\/download_icon.png\" \/><\/span><span class=\"download-size\">2 MB<\/span><\/a><\/div><\/div>\n<\/div>\n\n\n\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\">\n<p>Additional files and data can be downloaded from our <a href=\"https:\/\/github.com\/STBHSU\/Evaluation-typology-specific-fragility-functions\/tree\/main\" rel='nofollow'>Github-Page<\/a><\/p>\n<\/div>\n<\/div>\n\n\n\n<div class=\"wp-block-hsu-downloadblock\"><div class=\"thumbnail-area\"><img decoding=\"async\" src=\"\/wp-content\/themes\/hsu\/img\/dummy\/downloads_dummy.png\" alt=\"Download Symbol-Icon\" \/><\/div><div class=\"text-area\">Clemett N., G\u00fcndel M., (2022): Hazard-, risk-, and loss-based seismic design: Review and proposal for a new methodology In: Proceedings of the 3rd European Conference on Earthquake Engineering and Engineering Seismology (3ECEES)<\/div><div class=\"download-area\"><a class=\"download-link\" href=\"https:\/\/www.hsu-hh.de\/stahlbau\/wp-content\/uploads\/sites\/848\/2023\/07\/ClemettGuendel_revised-Hazard_Risk_and_Loss-based_Design_Review_and_Proposal_for_A_New_Methodology.pdf\"><span class=\"download-name\">pdf laden<\/span><span class=\"download-icon\"><img decoding=\"async\" class=\"download-icon\" alt=\"download icon\" src=\"\/wp-content\/themes\/hsu\/img\/icons\/download_icon.png\" \/><\/span><span class=\"download-size\">522 kB<\/span><\/a><\/div><\/div>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n","protected":false},"excerpt":{"rendered":"<p>The goal of every civil engineer is to design structures that contribute to the growth and development of our communities. One of the most important aspects is to ensure that [&hellip;]<\/p>\n","protected":false},"author":3824,"featured_media":0,"parent":114,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"categories":[7],"tags":[],"class_list":["post-1323","page","type-page","status-publish","hentry","category-research"],"_links":{"self":[{"href":"https:\/\/www.hsu-hh.de\/stahlbau\/wp-json\/wp\/v2\/pages\/1323","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.hsu-hh.de\/stahlbau\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/www.hsu-hh.de\/stahlbau\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/www.hsu-hh.de\/stahlbau\/wp-json\/wp\/v2\/users\/3824"}],"replies":[{"embeddable":true,"href":"https:\/\/www.hsu-hh.de\/stahlbau\/wp-json\/wp\/v2\/comments?post=1323"}],"version-history":[{"count":9,"href":"https:\/\/www.hsu-hh.de\/stahlbau\/wp-json\/wp\/v2\/pages\/1323\/revisions"}],"predecessor-version":[{"id":1548,"href":"https:\/\/www.hsu-hh.de\/stahlbau\/wp-json\/wp\/v2\/pages\/1323\/revisions\/1548"}],"up":[{"embeddable":true,"href":"https:\/\/www.hsu-hh.de\/stahlbau\/wp-json\/wp\/v2\/pages\/114"}],"wp:attachment":[{"href":"https:\/\/www.hsu-hh.de\/stahlbau\/wp-json\/wp\/v2\/media?parent=1323"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.hsu-hh.de\/stahlbau\/wp-json\/wp\/v2\/categories?post=1323"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.hsu-hh.de\/stahlbau\/wp-json\/wp\/v2\/tags?post=1323"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}