{"id":1174,"date":"2021-07-20T14:37:11","date_gmt":"2021-07-20T12:37:11","guid":{"rendered":"https:\/\/asdea.eu\/engineering\/?post_type=project&p=1174"},"modified":"2023-06-07T14:12:31","modified_gmt":"2023-06-07T12:12:31","slug":"palazzo-veneziano-e-palazzo-merlato","status":"publish","type":"project","link":"https:\/\/asdea.eu\/engineering\/project\/palazzo-veneziano-e-palazzo-merlato\/","title":{"rendered":"Palazzo Veneziano e Palazzo Merlato"},"content":{"rendered":"

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Palazzo Veneziano e<\/h1>\n

Palazzo Merlato<\/h1>\n

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Ravenna<\/h2>\n

Italia, 2010-2011
\nCliente: Comune di Ravenna[\/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=”4.19.0″ _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=”{}”]<\/p>\n

L \u2019incarico \u00e8 inerente alla valutazione della vulnerabilit\u00e0 sismica e alla programmazione degli interventi di mitigazione delle carenze strutturali del complesso monumentale, sede della Residenza Municipale del Comune di Ravenna.<\/p>\n

[\/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\/Vista_Ravenna_long.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=”4.19.0″ _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

Il complesso edilizio \u00e8 composto da due corpi di fabbrica, il \u201cPalazzo Merlato\u201d e il \u201cPalazzetto Veneziano\u201d, connessi da un Voltone e da due corpi di fabbrica di ampliamento pertinenti agli edifici principali.
Per la valutazione della sicurezza \u00e8 stata eseguita sia un\u2019analisi sismica globale che un\u2019analisi dei cinematismi locali.<\/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” global_colors_info=”{}”][et_pb_row _builder_version=”4.16″ _module_preset=”default” max_width=”700px” custom_margin=”||||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=”4.19.0″ _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=”{}”]<\/p>\n

Le due zone a maggior criticit\u00e0 del complesso sono state oggetto di sofisticate analisi utilizzando un legame costitutivo non lineare di tipo total strain crack mediante il software STKO di ASDEA Software.<\/p>\n

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Palazzo Veneziano e Palazzo MerlatoRavenna Italia, 2010-2011 Cliente: Comune di RavennaL \u2019incarico \u00e8 inerente alla valutazione della vulnerabilit\u00e0 sismica e alla programmazione degli interventi di mitigazione delle carenze strutturali del complesso monumentale, sede della Residenza Municipale del Comune di Ravenna.Il complesso edilizio \u00e8 composto da due corpi di fabbrica, il \u201cPalazzo Merlato\u201d e il \u201cPalazzetto […]<\/p>\n","protected":false},"author":1,"featured_media":1181,"comment_status":"closed","ping_status":"closed","template":"","meta":{"_et_pb_use_builder":"on","_et_pb_old_content":"","_et_gb_content_width":"","footnotes":""},"project_category":[37,30],"project_tag":[],"class_list":["post-1174","project","type-project","status-publish","has-post-thumbnail","hentry","project_category-patrimonio-storico-it","project_category-recupero-it"],"_links":{"self":[{"href":"https:\/\/asdea.eu\/engineering\/wp-json\/wp\/v2\/project\/1174","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=1174"}],"version-history":[{"count":4,"href":"https:\/\/asdea.eu\/engineering\/wp-json\/wp\/v2\/project\/1174\/revisions"}],"predecessor-version":[{"id":2125,"href":"https:\/\/asdea.eu\/engineering\/wp-json\/wp\/v2\/project\/1174\/revisions\/2125"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/asdea.eu\/engineering\/wp-json\/wp\/v2\/media\/1181"}],"wp:attachment":[{"href":"https:\/\/asdea.eu\/engineering\/wp-json\/wp\/v2\/media?parent=1174"}],"wp:term":[{"taxonomy":"project_category","embeddable":true,"href":"https:\/\/asdea.eu\/engineering\/wp-json\/wp\/v2\/project_category?post=1174"},{"taxonomy":"project_tag","embeddable":true,"href":"https:\/\/asdea.eu\/engineering\/wp-json\/wp\/v2\/project_tag?post=1174"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}