{"id":19516,"date":"2025-01-26T06:20:05","date_gmt":"2025-01-26T06:20:05","guid":{"rendered":"http:\/\/141.23.68.248\/wp\/?page_id=19516"},"modified":"2025-02-07T15:20:55","modified_gmt":"2025-02-07T15:20:55","slug":"parametric-model-suspension-bridge","status":"publish","type":"page","link":"http:\/\/141.23.68.248\/wp\/?page_id=19516","title":{"rendered":"Parametric Model: Suspension Bridge"},"content":{"rendered":"<h3 style=\"text-align: justify;\"><b>Design Challenge:<\/b><\/h3>\n<h3 style=\"text-align: justify;\"><span style=\"font-weight: 400;\">The design challenge is to create a parametric model of a cable-stayed bridge, ensuring that the number of cables and the spacing between the crossbeams are perfectly aligned with the length of the bridge.<\/span><\/h3>\n<h3><b>Parameters:<\/b><b><br \/>\n<\/b><span style=\"font-weight: 400;\">The user can adjust the following parameters:<\/span><\/h3>\n<table>\n<tbody>\n<tr>\n<td style=\"text-align: center;\"><span style=\"font-weight: 400;\">Input Parameter<\/span><\/td>\n<td style=\"text-align: center;\"><span style=\"font-weight: 400;\">\u00a0 \u00a0 \u00a0 \u00a0 <\/span> <span style=\"font-weight: 400;\">Unit<\/span><\/td>\n<td>\n<p style=\"text-align: center;\"><span style=\"font-weight: 400;\">Range<\/span><\/p>\n<\/td>\n<\/tr>\n<tr>\n<td><span style=\"font-weight: 400;\">Ratio Outer Field Inner Field<\/span><\/td>\n<td><span style=\"font-weight: 400;\">double<\/span><\/td>\n<td><span style=\"font-weight: 400;\">0.3&#8230;0.5<\/span><span style=\"font-weight: 400;\">\u00a0<\/span><\/td>\n<\/tr>\n<tr>\n<td><span style=\"font-weight: 400;\">Length of the bridge<\/span><\/td>\n<td><span style=\"font-weight: 400;\">double<\/span><\/td>\n<td><span style=\"font-weight: 400;\">&#8211;<\/span><\/td>\n<\/tr>\n<tr>\n<td><span style=\"font-weight: 400;\">Pylon Ratio H\/L<\/span><\/td>\n<td><span style=\"font-weight: 400;\">double<\/span><span style=\"font-weight: 400;\">\u00a0<\/span><\/td>\n<td><span style=\"font-weight: 400;\">1\/5&#8230;1\/4<\/span><\/td>\n<\/tr>\n<tr>\n<td><span style=\"font-weight: 400;\">Pylon height under superstructure<\/span><\/td>\n<td><span style=\"font-weight: 400;\">double<\/span><span style=\"font-weight: 400;\">\u00a0<\/span><\/td>\n<td><span style=\"font-weight: 400;\">&#8211;<\/span><\/td>\n<\/tr>\n<tr>\n<td><span style=\"font-weight: 400;\">Number of Carlanes<\/span><span style=\"font-weight: 400;\">\u00a0<\/span><\/td>\n<td><span style=\"font-weight: 400;\">integer<\/span><\/td>\n<td><span style=\"font-weight: 400;\">0&#8230;3<\/span><\/td>\n<\/tr>\n<tr>\n<td><span style=\"font-weight: 400;\">Pedestrian lane?<\/span><\/td>\n<td><span style=\"font-weight: 400;\">boolean<\/span><\/td>\n<td><span style=\"font-weight: 400;\">&#8211;<\/span><\/td>\n<\/tr>\n<tr>\n<td><span style=\"font-weight: 400;\">Bicycle lane?<\/span><\/td>\n<td><span style=\"font-weight: 400;\">boolean<\/span><\/td>\n<td><span style=\"font-weight: 400;\">&#8211;<\/span><\/td>\n<\/tr>\n<tr>\n<td><span style=\"font-weight: 400;\">SuspensionCablesMainField<\/span><\/td>\n<td><span style=\"font-weight: 400;\">integer<\/span><\/td>\n<td><span style=\"font-weight: 400;\">&#8211;<\/span><\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<h3><b>High Performance Criteria:<\/b><\/h3>\n<p style=\"text-align: justify;\"><span style=\"font-weight: 400;\">The model can independently determine a sensible spacing of the crossbeams in the main and side spans.<\/span><span style=\"font-weight: 400;\"><br \/>\n<\/span><span style=\"font-weight: 400;\">Additionally, the program can provide feedback on whether the number of cables in the main span has been chosen appropriately.<\/span><\/p>\n<p style=\"text-align: justify;\"><span style=\"font-weight: 400;\">The model also incorporates the High-Performance Criteria, which ensures that, based on the selected number of traffic lanes, bicycle and pedestrian paths, and the calculated spacing between the crossbeams, it independently computes a structurally sound height for the crossbeams.<\/span><\/p>\n<p style=\"text-align: justify;\"><span style=\"font-weight: 400;\">As an additional output, it also provides the traffic loads per running meter.<\/span><\/p>\n<h3><b>3 Design alternatives<\/b><\/h3>\n<h4><b>Combined Pedestrian and Street Bridge<\/b><\/h4>\n<p style=\"text-align: justify;\"><span style=\"font-weight: 400;\">The first option is a 700 metre long bridge with 2 lanes, cycle paths and footpaths. The ratio of the outer spans is 0.4. A number of cables between 26 and 38 is recommended for this alternative. Due to the parameterisation, however, 27 cables would create too great a distance in the outer fields, so 28 cables were selected here. The height of the cross members is 3 metres.<\/span><\/p>\n<p style=\"text-align: justify;\"><iframe loading=\"lazy\" frameborder=\"0\" height=\"\" width=\"\" webkitallowfullscreen=\"true\" mozallowfullscreen=\"true\" src=\"https:\/\/sketchfab.com\/models\/b8b6bc895ac047719b8cf11a2750b7e0\/embed?autostart=0&autospin=&controls=0&transparent=\"><\/iframe><\/p>\n<h4 style=\"text-align: justify;\"><b>Pedestrian \/ Bike Bridge<\/b><\/h4>\n<p style=\"text-align: justify;\"><span style=\"font-weight: 400;\">The second good alternative is a possible but unusual design. For aesthetic reasons, footpath and cycle path bridges are also regularly constructed using a cable-stayed design. In this case, the recommendations for the length of the bridge no longer apply, as it is not primarily a question of cost-effectiveness but above all of the appearance of the bridge.<\/span><\/p>\n<p style=\"text-align: justify;\"><span style=\"font-weight: 400;\">For the reasons mentioned above, a 250 m long pedestrian and cycle bridge was modelled here using a cable-stayed design. The programme suggests arranging between 10 and 13 stay cables in the main span. Here, 11 cables were arranged.\u00a0<\/span><\/p>\n<p style=\"text-align: justify;\"><iframe loading=\"lazy\" frameborder=\"0\" height=\"\" width=\"\" webkitallowfullscreen=\"true\" mozallowfullscreen=\"true\" src=\"https:\/\/sketchfab.com\/models\/9005f22528fd485abe037217cb706628\/embed?autostart=0&autospin=0&controls=0&transparent=\"><\/iframe><\/p>\n<h4><b>Motorway Bridge<\/b><\/h4>\n<p style=\"text-align: justify;\"><span style=\"font-weight: 400;\">The third alternative is a 1 km long motorway bridge with three lanes, without footpath and cycle path. The optimum number of cables is between 34 and 50; 48 cables were selected. Here too, the required crossbeam height is calculated at 3 metres.<\/span><\/p>\n<p style=\"text-align: justify;\"><iframe loading=\"lazy\" frameborder=\"0\" height=\"\" width=\"\" webkitallowfullscreen=\"true\" mozallowfullscreen=\"true\" src=\"https:\/\/sketchfab.com\/models\/6f98e26301ac4935b55da84ed7aff3b3\/embed?autostart=0&autospin=&controls=0&transparent=\"><\/iframe><\/p>\n<p style=\"text-align: center;\">\u00a0|<a href=\"http:\/\/141.23.68.248\/wp\/?page_id=19416\"><span style=\"color: #008080;\">\u00a0Main Page<\/span>\u00a0<\/a>|\u00a0\u00a0<a style=\"color: #008080;\" href=\"http:\/\/141.23.68.248\/wp\/?page_id=19419\">Introduction<\/a>\u00a0\u00a0|\u00a0<a style=\"color: #008080;\" href=\"http:\/\/141.23.68.248\/wp\/?page_id=19421\">\u00a0Individual Systems\u00a0<\/a>\u00a0|\u00a0\u00a0<a style=\"color: #008080;\" href=\"http:\/\/141.23.68.248\/wp\/?page_id=19423\">Integration Context<\/a>\u00a0 |\u00a0\u00a0<a style=\"color: #008080;\" href=\"http:\/\/141.23.68.248\/wp\/?page_id=19425\">Combined Ontology<\/a>\u00a0 |\u00a0\u00a0<a style=\"color: #008080;\" href=\"http:\/\/141.23.68.248\/wp\/?page_id=19427\">Combined Parametric Model\u00a0<\/a>\u00a0|<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Design Challenge: The design challenge is to create a parametric model of a cable-stayed bridge, ensuring that the number of cables and the spacing between the crossbeams are perfectly aligned with the length of the<a class=\"read-more\" href=\"http:\/\/141.23.68.248\/wp\/?page_id=19516\">Continue reading<\/a><\/p>\n","protected":false},"author":235,"featured_media":0,"parent":19513,"menu_order":0,"comment_status":"closed","ping_status":"open","template":"page-templates\/page_fullwidth.php","meta":{"footnotes":""},"class_list":["post-19516","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"http:\/\/141.23.68.248\/wp\/index.php?rest_route=\/wp\/v2\/pages\/19516","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\/235"}],"replies":[{"embeddable":true,"href":"http:\/\/141.23.68.248\/wp\/index.php?rest_route=%2Fwp%2Fv2%2Fcomments&post=19516"}],"version-history":[{"count":10,"href":"http:\/\/141.23.68.248\/wp\/index.php?rest_route=\/wp\/v2\/pages\/19516\/revisions"}],"predecessor-version":[{"id":21299,"href":"http:\/\/141.23.68.248\/wp\/index.php?rest_route=\/wp\/v2\/pages\/19516\/revisions\/21299"}],"up":[{"embeddable":true,"href":"http:\/\/141.23.68.248\/wp\/index.php?rest_route=\/wp\/v2\/pages\/19513"}],"wp:attachment":[{"href":"http:\/\/141.23.68.248\/wp\/index.php?rest_route=%2Fwp%2Fv2%2Fmedia&parent=19516"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}