{"id":1239,"date":"2021-02-15T10:59:00","date_gmt":"2021-02-15T10:59:00","guid":{"rendered":"http:\/\/ingeniastructural.co\/home\/?p=1239"},"modified":"2026-03-28T17:39:03","modified_gmt":"2026-03-28T17:39:03","slug":"pathology-and-structural-reinforcement-of-warehouse-p","status":"publish","type":"post","link":"https:\/\/ingeniastructural.co\/home\/pathology-and-structural-reinforcement-of-warehouse-p\/","title":{"rendered":"Pathology and Structural Reinforcement of Warehouse P1"},"content":{"rendered":"
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FerroScan en Zapata<\/div>
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FerroScan en Columna<\/div>
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FerroScan en Viga<\/div>
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Carbonatacion columna<\/div>
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VPU Columna<\/div>
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VPU Viga<\/div>
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Modelo matematico<\/div>
Modelo Matem\u00e1tico – P\u00f3rticos de Bodega<\/div><\/div><\/div><\/div><\/div>
RVT MENSULA<\/div>
Reforzamiento de M\u00e9nsula<\/div><\/div><\/div><\/div><\/div>
Cimentacion 1 – Acero<\/div>
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Perforaci\u00f3n micropilote<\/div>
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2. Perforaci\u00f3n micropilote<\/div>
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Reforzamiento de Columna<\/div>
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Modelo matematico cercha<\/div>
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Cubierta Nueva<\/div>
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-Structural Pathology and Reinforcement-<\/h2>\n\n\n\n

Seismic resistance system:<\/strong> Moment-resisting frames.<\/p>\n\n\n\n

Vertical load-bearing system:<\/strong> consisting of straps, beams, trusses and columns.<\/p>\n\n\n\n

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Client:<\/strong><\/h4>\n\n\n\n

Universidad del Norte<\/p>\n<\/div>\n\n\n\n

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Project Location:<\/strong><\/h4>\n\n\n\n

Barranquilla, Colombia<\/p>\n<\/div>\n\n\n\n

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Date:<\/strong><\/h4>\n\n\n\n

September 2020<\/p>\n<\/div>\n<\/div>\n\n\n\n

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Heigth [m]<\/strong>:<\/h4>\n\n\n\n

11<\/p>\n<\/div>\n\n\n\n

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Stories:<\/strong><\/h4>\n\n\n\n

1 piso<\/p>\n<\/div>\n\n\n\n

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Area [m2]<\/strong>: <\/h4>\n\n\n\n

1047<\/p>\n<\/div>\n<\/div>\n\n\n\n

<\/p>\n","protected":false},"excerpt":{"rendered":"

-Structural Pathology and Reinforcement- Seismic resistance system: Moment-resisting frames. Vertical load-bearing system: consisting of straps, beams, trusses and columns. Client: Universidad del Norte Project Location: Barranquilla, Colombia Date: September 2020 Heigth [m]: 11 Stories: 1 piso Area [m2]: 1047<\/p>\n","protected":false},"author":6,"featured_media":3543,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"_et_pb_use_builder":"off","_et_pb_old_content":"\n

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-Patolog\u00eda<\/strong> y<\/strong> Reforzamiento Estructural<\/strong>-<\/h2>\n\n\n\n

Sistema de resistencia s\u00edsmica: <\/strong> P\u00f3rticos resistentes a momentos. <\/p>\n\n\n\n

Sistema de resistencia de cargas verticales: <\/strong> compuesto por correas, vigas, cerchas y columnas.<\/p>\n\n\n\n

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Cliente:<\/strong><\/h4>\n\n\n\n

Universidad del Norte<\/p>\n<\/div>\n\n\n\n

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Ubicaci\u00f3n del proyecto<\/strong>:<\/h4>\n\n\n\n

Barranquilla, Colombia<\/p>\n<\/div>\n\n\n\n

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Fecha de ejecuci\u00f3n:<\/strong><\/h4>\n\n\n\n

Septiembre - 2020<\/p>\n<\/div>\n<\/div>\n\n\n\n

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Altura [m]<\/strong>: <\/h4>\n\n\n\n

11<\/p>\n<\/div>\n\n\n\n

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N\u00famero de pisos<\/strong>: <\/h4>\n\n\n\n

1 piso<\/p>\n<\/div>\n\n\n\n

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Area [m2]<\/strong>: <\/h4>\n\n\n\n

1047<\/p>\n<\/div>\n<\/div>\n\n\n\n

<\/p>\n","_et_gb_content_width":"","footnotes":""},"categories":[15,16],"tags":[18,21,22],"class_list":["post-1239","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-patologia-estructural","category-reforzamiento-estructural","tag-reforzamiento","tag-reforzamientoestructural","tag-repotenciacion"],"_links":{"self":[{"href":"https:\/\/ingeniastructural.co\/home\/wp-json\/wp\/v2\/posts\/1239","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/ingeniastructural.co\/home\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/ingeniastructural.co\/home\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/ingeniastructural.co\/home\/wp-json\/wp\/v2\/users\/6"}],"replies":[{"embeddable":true,"href":"https:\/\/ingeniastructural.co\/home\/wp-json\/wp\/v2\/comments?post=1239"}],"version-history":[{"count":16,"href":"https:\/\/ingeniastructural.co\/home\/wp-json\/wp\/v2\/posts\/1239\/revisions"}],"predecessor-version":[{"id":5546,"href":"https:\/\/ingeniastructural.co\/home\/wp-json\/wp\/v2\/posts\/1239\/revisions\/5546"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/ingeniastructural.co\/home\/wp-json\/wp\/v2\/media\/3543"}],"wp:attachment":[{"href":"https:\/\/ingeniastructural.co\/home\/wp-json\/wp\/v2\/media?parent=1239"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/ingeniastructural.co\/home\/wp-json\/wp\/v2\/categories?post=1239"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/ingeniastructural.co\/home\/wp-json\/wp\/v2\/tags?post=1239"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}