{"id":101189,"date":"2026-04-24T17:09:50","date_gmt":"2026-04-24T17:09:50","guid":{"rendered":"https:\/\/geostru.ai\/en\/products\/rsl3\/"},"modified":"2026-04-24T17:25:12","modified_gmt":"2026-04-24T17:25:12","slug":"rsl3","status":"publish","type":"page","link":"https:\/\/geostru.ai\/fr\/products\/rsl3\/","title":{"rendered":"RSL III NX"},"content":{"rendered":"<div class=\"et_pb_section_0 et_pb_section et_section_regular et_flex_section\">\n<div class=\"et_pb_row_0 et_pb_row et_flex_row\">\n<div class=\"et_pb_column_0 et_pb_column et-last-child et_flex_column et_pb_css_mix_blend_mode_passthrough et_flex_column_24_24 et_flex_column_24_24_tablet et_flex_column_24_24_phone\">\n<div class=\"et_pb_text_0 et_pb_text et_pb_bg_layout_light et_pb_module et_flex_module\"><div class=\"et_pb_text_inner\"><h1 style=\"color:#163838;font-size:56px;font-weight:700;line-height:1.1;margin:0;\">RSL III NX<\/h1>\n<\/div><\/div>\n\n<div class=\"et_pb_text_1 et_pb_text et_pb_bg_layout_light et_pb_module et_flex_module\"><div class=\"et_pb_text_inner\"><p style=\"color:#4a6161;font-size:22px;line-height:1.5;font-weight:500;margin:16px 0 0 0;\">One-dimensional local seismic response analysis using the equivalent-linear method on horizontal stratigraphic profiles.<\/p>\n<\/div><\/div>\n<\/div>\n<\/div>\n<\/div>\n\n<div class=\"et_pb_section_1 et_pb_section et_section_regular et_flex_section\">\n<div class=\"et_pb_row_1 et_pb_row et_flex_row\">\n<div class=\"et_pb_column_1 et_pb_column et-last-child et_flex_column et_pb_css_mix_blend_mode_passthrough et_flex_column_24_24 et_flex_column_24_24_tablet et_flex_column_24_24_phone\">\n<div class=\"et_pb_image_0 et_pb_image et_pb_module et_flex_module\"><span class=\"et_pb_image_wrap\"><img loading=\"lazy\" decoding=\"async\" src=\"https:\/\/geostru.ai\/wp-content\/uploads\/RSL-III-NX.jpeg\" alt=\"RSL III NX\" title=\"RSL III NX\" width=\"1600\" height=\"859\" srcset=\"https:\/\/geostru.ai\/wp-content\/uploads\/RSL-III-NX.jpeg 1600w, https:\/\/geostru.ai\/wp-content\/uploads\/RSL-III-NX-1280x687.jpeg 1280w, https:\/\/geostru.ai\/wp-content\/uploads\/RSL-III-NX-980x526.jpeg 980w, https:\/\/geostru.ai\/wp-content\/uploads\/RSL-III-NX-480x258.jpeg 480w\" sizes=\"(min-width: 0px) and (max-width: 480px) 480px, (min-width: 481px) and (max-width: 980px) 980px, (min-width: 981px) and (max-width: 1280px) 1280px, (min-width: 1281px) 1600px, 100vw\" class=\"wp-image-101188\" \/><\/span><\/div>\n<\/div>\n<\/div>\n<\/div>\n\n<div class=\"et_pb_section_2 et_pb_section et_section_regular et_flex_section\">\n<div class=\"et_pb_row_2 et_pb_row et_flex_row\">\n<div class=\"et_pb_column_2 et_pb_column et-last-child et_flex_column et_pb_css_mix_blend_mode_passthrough et_flex_column_24_24 et_flex_column_24_24_tablet et_flex_column_24_24_phone\">\n<div class=\"et_pb_text_2 et_pb_text et_pb_bg_layout_light et_pb_module et_flex_module\"><div class=\"et_pb_text_inner\"><h2>Key Features<\/h2>\n<\/div><\/div>\n\n<div class=\"et_pb_text_3 et_pb_text et_pb_bg_layout_light et_pb_module et_flex_module\"><div class=\"et_pb_text_inner\"><p style=\"font-size:17px;line-height:1.6;margin:0 0 14px 0;padding:4px 0 4px 16px;border-left:3px solid #1e8a8a;\"><strong>Layered soil modelling<\/strong> \u2014 each layer defined by unit weight, shear-wave velocity (Vs), damping, and degradation curves G\/Gmax and D (Seed, Vucetic &amp; Dobry, Idriss, Darendeli &amp; Stokoe).<\/p>\n<\/div><\/div>\n\n<div class=\"et_pb_text_4 et_pb_text et_pb_bg_layout_light et_pb_module et_flex_module\"><div class=\"et_pb_text_inner\"><p style=\"font-size:17px;line-height:1.6;margin:0 0 14px 0;padding:4px 0 4px 16px;border-left:3px solid #1e8a8a;\"><strong>Equivalent-linear iteration<\/strong> \u2014 iterative computation converging on the effective shear strain.<\/p>\n<\/div><\/div>\n\n<div class=\"et_pb_text_5 et_pb_text et_pb_bg_layout_light et_pb_module et_flex_module\"><div class=\"et_pb_text_inner\"><p style=\"font-size:17px;line-height:1.6;margin:0 0 14px 0;padding:4px 0 4px 16px;border-left:3px solid #1e8a8a;\"><strong>Flexible input motions<\/strong> \u2014 user-imported accelerograms, synthetically generated signals (band-pass FFT filtering with seismic envelope), or built-in example records.<\/p>\n<\/div><\/div>\n\n<div class=\"et_pb_text_6 et_pb_text et_pb_bg_layout_light et_pb_module et_flex_module\"><div class=\"et_pb_text_inner\"><p style=\"font-size:17px;line-height:1.6;margin:0 0 14px 0;padding:4px 0 4px 16px;border-left:3px solid #1e8a8a;\"><strong>Comprehensive outputs<\/strong> \u2014 surface PGA, response spectra Sa(T), Sv(T) and Sd(T), amplification function in frequency, elastic and design spectra, and ICMS 2018 normalisation (Fa, Fv, TB, TC, TD).<\/p>\n<\/div><\/div>\n\n<div class=\"et_pb_text_7 et_pb_text et_pb_bg_layout_light et_pb_module et_flex_module\"><div class=\"et_pb_text_inner\"><p style=\"font-size:17px;line-height:1.6;margin:0 0 14px 0;padding:4px 0 4px 16px;border-left:3px solid #1e8a8a;\"><strong>Seismic parameters<\/strong> \u2014 ag, F0 and Tc* computed automatically from coordinates or address for all limit states (SLO, SLD, SLV, SLC).<\/p>\n<\/div><\/div>\n\n<div class=\"et_pb_text_8 et_pb_text et_pb_bg_layout_light et_pb_module et_flex_module\"><div class=\"et_pb_text_inner\"><p style=\"font-size:17px;line-height:1.6;margin:0 0 14px 0;padding:4px 0 4px 16px;border-left:3px solid #1e8a8a;\"><strong>Professional deliverables<\/strong> \u2014 the software generates all the technical reports required for the project.<\/p>\n<\/div><\/div>\n<\/div>\n<\/div>\n<\/div>\n\n<div class=\"et_pb_section_3 et_pb_section et_section_regular et_flex_section\">\n<div class=\"et_pb_row_3 et_pb_row et_flex_row\">\n<div class=\"et_pb_column_3 et_pb_column et-last-child et_flex_column et_pb_css_mix_blend_mode_passthrough et_flex_column_24_24 et_flex_column_24_24_tablet et_flex_column_24_24_phone\">\n<div class=\"et_pb_text_9 et_pb_text et_pb_bg_layout_light et_pb_module et_flex_module\"><div class=\"et_pb_text_inner\"><h2>Reference Standards<\/h2>\n<\/div><\/div>\n\n<div class=\"et_pb_text_10 et_pb_text et_pb_bg_layout_light et_pb_module et_flex_module\"><div class=\"et_pb_text_inner\"><p style=\"font-size:17px;line-height:1.6;\">NTC 2018, ICMS 2018, Eurocode 8.<\/p>\n<\/div><\/div>\n<\/div>\n<\/div>\n<\/div>\n\n<div class=\"et_pb_section_4 et_pb_section et_section_regular et_flex_section\">\n<div class=\"et_pb_row_4 et_pb_row et_flex_row\">\n<div class=\"et_pb_column_4 et_pb_column et-last-child et_flex_column et_pb_css_mix_blend_mode_passthrough et_flex_column_24_24 et_flex_column_24_24_tablet et_flex_column_24_24_phone\">\n<div class=\"et_pb_text_11 et_pb_text et_pb_bg_layout_light et_pb_module et_flex_module\"><div class=\"et_pb_text_inner\"><h2>Target Users<\/h2>\n<\/div><\/div>\n\n<div class=\"et_pb_text_12 et_pb_text et_pb_bg_layout_light et_pb_module et_flex_module\"><div class=\"et_pb_text_inner\"><p style=\"font-size:17px;line-height:1.6;\">Geotechnical and seismic engineers performing site-specific ground response analyses for microzonation studies, building design on soft soils, and seismic hazard assessment.<\/p>\n<\/div><\/div>\n<\/div>\n<\/div>\n<\/div>\n\n<div class=\"et_pb_section_5 et_pb_section et_section_regular et_flex_section\">\n<div class=\"et_pb_row_5 et_pb_row et_flex_row\">\n<div class=\"et_pb_column_5 et_pb_column et-last-child et_flex_column et_pb_css_mix_blend_mode_passthrough et_flex_column_24_24 et_flex_column_24_24_tablet et_flex_column_24_24_phone\">\n<div class=\"et_pb_text_13 et_pb_text et_pb_bg_layout_light et_pb_module et_flex_module\"><div class=\"et_pb_text_inner\"><h2>Ready to start with RSL III NX?<\/h2>\n<\/div><\/div>\n\n<div class=\"et_pb_text_14 et_pb_text et_pb_bg_layout_light et_pb_module et_flex_module\"><div class=\"et_pb_text_inner\"><p style=\"font-size:17px;\">Choose your plan and start using RSL III NX today. Multiplatform, always up to date, no installation required.<\/p>\n<\/div><\/div>\n\n\n\n\n<\/div>\n<\/div>\n<\/div>","protected":false},"excerpt":{"rendered":"","protected":false},"author":0,"featured_media":101188,"parent":101181,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"_ai_seo_pilot_schema_type":"auto","footnotes":""},"class_list":["post-101189","page","type-page","status-publish","has-post-thumbnail","hentry"],"_links":{"self":[{"href":"https:\/\/geostru.ai\/fr\/wp-json\/wp\/v2\/pages\/101189","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/geostru.ai\/fr\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/geostru.ai\/fr\/wp-json\/wp\/v2\/types\/page"}],"replies":[{"embeddable":true,"href":"https:\/\/geostru.ai\/fr\/wp-json\/wp\/v2\/comments?post=101189"}],"version-history":[{"count":1,"href":"https:\/\/geostru.ai\/fr\/wp-json\/wp\/v2\/pages\/101189\/revisions"}],"predecessor-version":[{"id":101196,"href":"https:\/\/geostru.ai\/fr\/wp-json\/wp\/v2\/pages\/101189\/revisions\/101196"}],"up":[{"embeddable":true,"href":"https:\/\/geostru.ai\/fr\/wp-json\/wp\/v2\/pages\/101181"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/geostru.ai\/fr\/wp-json\/wp\/v2\/media\/101188"}],"wp:attachment":[{"href":"https:\/\/geostru.ai\/fr\/wp-json\/wp\/v2\/media?parent=101189"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}