{"id":24129,"date":"2026-02-02T10:42:42","date_gmt":"2026-02-02T10:42:42","guid":{"rendered":"http:\/\/141.23.68.248\/wp\/?page_id=24129"},"modified":"2026-02-07T10:11:36","modified_gmt":"2026-02-07T10:11:36","slug":"1-introduction-h","status":"publish","type":"page","link":"http:\/\/141.23.68.248\/wp\/?page_id=24129","title":{"rendered":"Introduction"},"content":{"rendered":"\n<hr class=\"wp-block-separator has-alpha-channel-opacity\"\/>\n\n\n\n<p class=\"has-text-align-center\" style=\"font-size:30px\"><strong><mark style=\"background-color:rgba(0, 0, 0, 0)\" class=\"has-inline-color has-black-color\">System Overview <\/mark><\/strong><\/p>\n\n\n\n<p>This project focuses on the integrated modeling of a multi-component structural system located on a steeply sloped terrain that contains an archaeological site. The system is defined by the spatial relationship between different structural elements positioned at varying ground levels.<br><\/p>\n\n\n\n<p>The modeled system consists of four retaining walls and one glass curtain wall, which together form a coordinated structural arrangement. The retaining walls are placed at different parts of the terrain: one on the mountain side, two along the edges of the excavation area, and one at the lower slope. Due to the changing topography, each retaining wall has a different geometry and configuration. The glass curtain wall is positioned horizontally above the archaeological area and is supported by a steel structural system.<br><\/p>\n\n\n\n<p>Rather than being treated as independent elements, all components are considered as parts of a single integrated system. Their geometry, position, and interaction are defined within a parametric model, allowing the entire system to be represented and evaluated within a common integration framework.<br><br><\/p>\n\n\n\n<figure class=\"wp-block-gallery has-nested-images columns-default is-cropped wp-block-gallery-1 is-layout-flex wp-block-gallery-is-layout-flex\">\n<figure class=\"wp-block-image size-large\"><a href=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2026\/01\/image-31.png\"><img loading=\"lazy\" decoding=\"async\" width=\"1024\" height=\"455\" data-id=\"24161\" src=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2026\/01\/image-31-1024x455.png\" alt=\"\" class=\"wp-image-24161\" srcset=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2026\/01\/image-31-1024x455.png 1024w, http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2026\/01\/image-31-300x133.png 300w, http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2026\/01\/image-31-768x341.png 768w, http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2026\/01\/image-31-1536x683.png 1536w, http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2026\/01\/image-31-520x231.png 520w, http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2026\/01\/image-31-740x329.png 740w, http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2026\/01\/image-31.png 1941w\" sizes=\"auto, (max-width: 1024px) 100vw, 1024px\" \/><\/a><\/figure>\n<\/figure>\n\n\n\n<p class=\"has-text-align-center\">Figure 1. Overall site configuration and integrated system layout<\/p>\n\n\n\n<p><br><\/p>\n\n\n\n<p><\/p>\n\n\n\n<p class=\"has-text-align-center\" style=\"font-size:30px\"><strong><mark style=\"background-color:rgba(0, 0, 0, 0)\" class=\"has-inline-color has-black-color\">Design Challenge<\/mark> <\/strong><\/p>\n\n\n\n<p>The work area is located on sloping terrain and has a complex spatial context where different risks exist together. The archaeological excavation site will be opened to visitors, which creates additional safety requirements alongside the natural site conditions.<br><\/p>\n\n\n\n<p>In this context, there is not only one engineering problem on site, but several related issues, such as slope stability, excavation safety, and stability at lower elevations. Although these issues relate to different structural elements, they are connected through the terrain geometry and elevation differences and therefore cannot be considered separately.<br><\/p>\n\n\n\n<p>For this reason, the main objective of this study is to evaluate the structural elements responding to these safety requirements not as isolated components, but as parts of a single system, and to study their interaction at the system level.<\/p>\n","protected":false},"excerpt":{"rendered":"<p>System Overview This project focuses on the integrated modeling of a multi-component structural system located on a steeply sloped terrain that contains an archaeological site. The system is defined by the spatial relationship between different<a class=\"read-more\" href=\"http:\/\/141.23.68.248\/wp\/?page_id=24129\">Continue reading<\/a><\/p>\n","protected":false},"author":295,"featured_media":0,"parent":24751,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"class_list":["post-24129","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"http:\/\/141.23.68.248\/wp\/index.php?rest_route=\/wp\/v2\/pages\/24129","targetHints":{"allow":["GET"]}}],"collection":[{"href":"http:\/\/141.23.68.248\/wp\/index.php?rest_route=\/wp\/v2\/pages"}],"about":[{"href":"http:\/\/141.23.68.248\/wp\/index.php?rest_route=\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"http:\/\/141.23.68.248\/wp\/index.php?rest_route=\/wp\/v2\/users\/295"}],"replies":[{"embeddable":true,"href":"http:\/\/141.23.68.248\/wp\/index.php?rest_route=%2Fwp%2Fv2%2Fcomments&post=24129"}],"version-history":[{"count":12,"href":"http:\/\/141.23.68.248\/wp\/index.php?rest_route=\/wp\/v2\/pages\/24129\/revisions"}],"predecessor-version":[{"id":26903,"href":"http:\/\/141.23.68.248\/wp\/index.php?rest_route=\/wp\/v2\/pages\/24129\/revisions\/26903"}],"up":[{"embeddable":true,"href":"http:\/\/141.23.68.248\/wp\/index.php?rest_route=\/wp\/v2\/pages\/24751"}],"wp:attachment":[{"href":"http:\/\/141.23.68.248\/wp\/index.php?rest_route=%2Fwp%2Fv2%2Fmedia&parent=24129"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}