{"id":1982,"date":"2021-08-29T15:23:17","date_gmt":"2021-08-29T13:23:17","guid":{"rendered":"https:\/\/asdea.eu\/engineering\/?post_type=project&p=1982"},"modified":"2023-07-26T15:03:59","modified_gmt":"2023-07-26T13:03:59","slug":"parroquia-de-s-maria-maggiore","status":"publish","type":"project","link":"https:\/\/asdea.eu\/engineering\/language\/es\/project\/parroquia-de-s-maria-maggiore\/","title":{"rendered":"Parroquia de S. Mar\u00eda Maggiore"},"content":{"rendered":"

[et_pb_section fb_built=”1″ custom_padding_last_edited=”on|phone” admin_label=”Header” _builder_version=”4.20.2″ _module_preset=”default” use_background_color_gradient=”on” background_color_gradient_stops=”rgba(0,0,0,0.56) 0%|rgba(0,0,0,0) 100%” background_color_gradient_overlays_image=”on” background_image=”https:\/\/asdea.eu\/engineering\/wp-content\/uploads\/sites\/4\/2023\/02\/Untitled-design-23.png” background_position=”top_left” background_horizontal_offset=”100%” background_vertical_offset=”8%” custom_padding=”96px||0px||false|false” custom_padding_tablet=”” custom_padding_phone=”0px||||false|false” locked=”off” global_colors_info=”{}”][et_pb_row _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_text _builder_version=”4.20.2″ _module_preset=”370cf134-a811-4d7c-90e9-083991f25ee4″ header_text_color=”#FFFFFF” header_font_size=”80px” header_line_height=”1.1em” header_font_size_tablet=”36px” header_font_size_phone=”22px” header_font_size_last_edited=”on|phone” locked=”off” global_colors_info=”{}”]<\/p>\n

Parroquia de S. Mar\u00eda Maggiore<\/h1>\n

[\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=”1_2,1_2″ use_custom_gutter=”on” gutter_width=”1″ make_equal=”on” _builder_version=”4.19.0″ _module_preset=”default” custom_padding=”0px||0px||true|false” box_shadow_style=”preset4″ box_shadow_horizontal=”-30vw” box_shadow_vertical=”0px” box_shadow_color=”#F6F6F6″ global_colors_info=”{}”][et_pb_column type=”1_2″ _builder_version=”4.19.0″ _module_preset=”default” background_color=”#F6F6F6″ custom_padding=”100px|40px|100px|40px|true|true” custom_padding_tablet=”40px|30px|40px|0px|true|false” custom_padding_phone=”|20px|||true|false” custom_padding_last_edited=”on|tablet” global_colors_info=”{}”][et_pb_text _builder_version=”4.20.2″ _module_preset=”default” text_text_color=”#3C3C3A” header_2_text_color=”#692D34″ text_orientation=”center” background_layout=”dark” custom_margin=”||10px||false|false” custom_padding=”||2px|||” text_font_size_tablet=”” text_font_size_phone=”12px” text_font_size_last_edited=”on|desktop” header_2_font_size_tablet=”30px” header_2_font_size_phone=”18px” header_2_font_size_last_edited=”on|phone” header_2_line_height_tablet=”1.3em” header_2_line_height_phone=”1.4em” header_2_line_height_last_edited=”on|phone” locked=”off” global_colors_info=”{}”]<\/p>\n

Guardiagrele<\/h2>\n

Italiay, 2007
Cliente: Parroquia de S. Mar\u00eda Maggiore<\/span><\/p>\n

[\/et_pb_text][et_pb_divider color=”#801624″ divider_weight=”3px” _builder_version=”4.19.0″ _module_preset=”default” width=”120px” module_alignment=”center” custom_padding=”40px||40px||true|false” global_colors_info=”{}”][\/et_pb_divider][et_pb_text _builder_version=”4.20.2″ _module_preset=”default” text_font=”|300|||||||” text_text_color=”#3C3C3A” text_line_height=”2.2em” text_orientation=”justified” background_layout=”dark” custom_margin=”||30px||false|false” custom_padding=”||2px|||” text_font_size_tablet=”14px” text_font_size_phone=”13px” text_font_size_last_edited=”off|desktop” locked=”off” global_colors_info=”{}”]La tarea consisti\u00f3 en la definici\u00f3n de modelos num\u00e9ricos sofisticados no lineales adecuados para describir el comportamiento de la mamposter\u00eda y el desarrollo de un modelo de terreno para estudiar la influencia sobre la respuesta a los m\u00e9todos de propagaci\u00f3n de la onda s\u00edsmica del edificio.[\/et_pb_text][\/et_pb_column][et_pb_column type=”1_2″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ admin_label=”Call to Action” _builder_version=”4.20.2″ _module_preset=”default” background_image=”https:\/\/asdea.eu\/engineering\/wp-content\/uploads\/sites\/4\/2023\/05\/GUARDIAGRELE.jpg” parallax=”on” custom_padding=”8vw||8vw||true|false” top_divider_style=”arrow” top_divider_color=”#F6F6F6″ bottom_divider_style=”arrow” bottom_divider_color=”#ffffff” locked=”off” global_colors_info=”{}”][et_pb_row custom_padding_last_edited=”on|phone” _builder_version=”4.19.0″ _module_preset=”default” background_color=”#692D34″ z_index=”10″ max_width=”670px” module_alignment=”center” custom_margin=”|||||false” custom_padding=”80px|80px|80px|80px|true|true” custom_padding_tablet=”30px|30px|30px|30px|true|true” custom_padding_phone=”|20px||20px|true|true” box_shadow_style=”preset3″ box_shadow_vertical=”64px” box_shadow_blur=”72px” box_shadow_spread=”-16px” box_shadow_color=”rgba(0,0,0,0.72)” locked=”off” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_text _builder_version=”4.20.2″ _module_preset=”7d4a8cbc-5ddd-46c9-be95-23498c921cdd” text_font=”|300|||||||” text_text_color=”#F6F6F6″ header_2_font=”Trirong|500|||||||” header_2_text_color=”#FFFFFF” header_2_line_height=”1.3em” header_2_font_size_tablet=”30px” header_2_font_size_phone=”18px” header_2_font_size_last_edited=”on|phone” header_2_line_height_tablet=”1.3em” header_2_line_height_phone=”1.4em” header_2_line_height_last_edited=”off|desktop” locked=”off” global_colors_info=”{}”]<\/p>\n

El objetivo de este proyecto era la evaluaci\u00f3n de la vulnerabilidad est\u00e1tica y s\u00edsmica de un antiguo campanario de 19 m de altura erigido en el siglo XIII y situado en Guardiagrele, Abruzzo, Italia.<\/p>\n

Se llev\u00f3 a cabo una amplia campa\u00f1a experimental in situ para identificar las propiedades de los materiales y la geometr\u00eda exacta de la torre, as\u00ed como la estratigraf\u00eda del suelo de apoyo. Los resultados de la investigaci\u00f3n in situ se utilizaron para calibrar un modelo de elementos finitos en 3D de la torre y el suelo.<\/p>\n

[\/et_pb_text][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ admin_label=”Gallery” _builder_version=”4.19.0″ _module_preset=”default” background_enable_color=”off” background_image=”https:\/\/asdea.eu\/engineering\/wp-content\/uploads\/sites\/4\/2023\/02\/engineering-firm-52.png” background_size=”initial” background_position=”bottom_center” custom_margin=”||||false|false” custom_padding=”||||false|false” bottom_divider_style=”arrow2″ bottom_divider_color=”#3C3C3A” locked=”off” global_colors_info=”{}”][et_pb_row column_structure=”1_2,1_2″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”1_2″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https:\/\/asdea.eu\/engineering\/wp-content\/uploads\/sites\/4\/2023\/05\/GUARDIAGRELE4.jpg” show_in_lightbox=”on” use_overlay=”on” overlay_icon_color=”#801624″ _builder_version=”4.20.2″ _module_preset=”default” locked=”off” global_colors_info=”{}” hover_overlay_color=”rgba(255,255,255,0.75)” hover_enabled=”0″ sticky_enabled=”0″][\/et_pb_image][\/et_pb_column][et_pb_column type=”1_2″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https:\/\/asdea.eu\/engineering\/wp-content\/uploads\/sites\/4\/2023\/05\/Screenshot-2021-07-16-154332.png” show_in_lightbox=”on” use_overlay=”on” overlay_icon_color=”#801624″ _builder_version=”4.20.2″ _module_preset=”default” locked=”off” global_colors_info=”{}” hover_overlay_color=”rgba(255,255,255,0.75)” hover_enabled=”0″ sticky_enabled=”0″][\/et_pb_image][\/et_pb_column][\/et_pb_row][et_pb_row _builder_version=”4.20.2″ _module_preset=”default” max_width=”700px” custom_margin=”||||false|false” custom_padding=”||5rem||false|false” locked=”off” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_text _builder_version=”4.20.2″ _module_preset=”default” text_line_height=”1.8em” text_font_size_tablet=”14px” text_font_size_phone=”13px” text_font_size_last_edited=”on|tablet” locked=”off” global_colors_info=”{}”]La iglesia fue modelada en STKO para comprender la respuesta s\u00edsmica de la iglesia realizando un an\u00e1lisis de interacci\u00f3n suelo-estructura.[\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row _builder_version=”4.20.2″ _module_preset=”default” locked=”off” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.20.2″ _module_preset=”default” global_colors_info=”{}”][et_pb_button button_url=”@ET-DC@eyJkeW5hbWljIjp0cnVlLCJjb250ZW50IjoicG9zdF9saW5rX3VybF9wYWdlIiwic2V0dGluZ3MiOnsicG9zdF9pZCI6IjE4MjAifX0=@” button_text=”MAS PROYECTOS” button_alignment=”center” _builder_version=”4.20.2″ _dynamic_attributes=”button_url” _module_preset=”default” hover_enabled=”0″ global_colors_info=”{}” sticky_enabled=”0″][\/et_pb_button][\/et_pb_column][\/et_pb_row][\/et_pb_section]<\/p>\n","protected":false},"excerpt":{"rendered":"

Parroquia de S. Mar\u00eda MaggioreGuardiagrele Italiay, 2007Cliente: Parroquia de S. Mar\u00eda MaggioreLa tarea consisti\u00f3 en la definici\u00f3n de modelos num\u00e9ricos sofisticados no lineales adecuados para describir el comportamiento de la mamposter\u00eda y el desarrollo de un modelo de terreno para estudiar la influencia sobre la respuesta a los m\u00e9todos de propagaci\u00f3n de la onda s\u00edsmica […]<\/p>\n","protected":false},"author":1,"featured_media":688,"comment_status":"open","ping_status":"closed","template":"","meta":{"_et_pb_use_builder":"on","_et_pb_old_content":"","_et_gb_content_width":"","footnotes":""},"project_category":[154,171,164,159],"project_tag":[],"class_list":["post-1982","project","type-project","status-publish","has-post-thumbnail","hentry","project_category-estructura-religiosas","project_category-investigacion-es","project_category-patrimonio-cultural-es","project_category-restauracion-es"],"_links":{"self":[{"href":"https:\/\/asdea.eu\/engineering\/wp-json\/wp\/v2\/project\/1982","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/asdea.eu\/engineering\/wp-json\/wp\/v2\/project"}],"about":[{"href":"https:\/\/asdea.eu\/engineering\/wp-json\/wp\/v2\/types\/project"}],"author":[{"embeddable":true,"href":"https:\/\/asdea.eu\/engineering\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/asdea.eu\/engineering\/wp-json\/wp\/v2\/comments?post=1982"}],"version-history":[{"count":3,"href":"https:\/\/asdea.eu\/engineering\/wp-json\/wp\/v2\/project\/1982\/revisions"}],"predecessor-version":[{"id":2219,"href":"https:\/\/asdea.eu\/engineering\/wp-json\/wp\/v2\/project\/1982\/revisions\/2219"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/asdea.eu\/engineering\/wp-json\/wp\/v2\/media\/688"}],"wp:attachment":[{"href":"https:\/\/asdea.eu\/engineering\/wp-json\/wp\/v2\/media?parent=1982"}],"wp:term":[{"taxonomy":"project_category","embeddable":true,"href":"https:\/\/asdea.eu\/engineering\/wp-json\/wp\/v2\/project_category?post=1982"},{"taxonomy":"project_tag","embeddable":true,"href":"https:\/\/asdea.eu\/engineering\/wp-json\/wp\/v2\/project_tag?post=1982"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}