{"id":20781,"date":"2025-02-04T23:14:46","date_gmt":"2025-02-04T23:14:46","guid":{"rendered":"http:\/\/141.23.68.248\/wp\/?page_id=20781"},"modified":"2025-02-10T16:57:02","modified_gmt":"2025-02-10T16:57:02","slug":"parametric-design-of-the-high-rise-building","status":"publish","type":"page","link":"http:\/\/141.23.68.248\/wp\/?page_id=20781","title":{"rendered":"Parametric Design of the High-Rise Building"},"content":{"rendered":"

Designing High-Rise Structures Parametrically using Dynamo BIM<\/strong><\/h3>\n

Introduction<\/h4>\n

By balancing height, floor type, and twisted angles, this research investigates how to maximize high-rise buildings’ structural and energy efficiency. We assess several design criteria in search of the ideal structure using Dynamo BIM.<\/p>\n

Methods<\/h4>\n

Making models using Dynamo BIM
\nWe created adaptable building models by using parametric inputs:<\/p>\n

10, 20, and 35 stories in elevation<\/p>\n

Types of floors: composite, concrete, and wood<\/p>\n

Angles of Twisting: 0\u00b0, 30\u00b0, 60\u00b0<\/p>\n

Study of Structure and Energy<\/p>\n

Material efficiency and load-bearing capacity were evaluated for structural efficiency.<\/p>\n

Energy Simulations: Analyzed ventilation effects, energy consumption, and temperature characteristics.<\/p>\n

Structural & Energy Analysis<\/h4>\n

– Structural Efficiency: Assessed load-bearing capacity and material efficiency.
\n– Energy Simulations: Evaluated thermal properties, energy use, and ventilation effects.<\/p>\n

Results<\/h3>\n

Structural Efficiency<\/p>\n\n\n\n\n\n\n
Design<\/td>\nStories<\/td>\nMaterial<\/td>\nLoad-Bearing<\/td>\nEfficiency<\/td>\nTwist<\/td>\n<\/tr>\n
Option 1<\/td>\n10<\/td>\nConcrete<\/td>\nHigh<\/td>\n1.25 kg\/load<\/td>\n0\u00b0<\/td>\n<\/tr>\n
Option 2<\/td>\n20<\/td>\nComposite<\/td>\nVery High<\/td>\n1.15 kg\/load<\/td>\n30\u00b0<\/td>\n<\/tr>\n
Option 3<\/td>\n35<\/td>\nTimber<\/td>\nModerate<\/td>\n1.10 kg\/load<\/td>\n60\u00b0<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n

– Option 2 (20 stories, 30\u00b0 twist): Best structural performance with balanced material use.
\n– Option 1 (10 stories, concrete): Strongest but material-intensive.
\n– Option 3 (35 stories, timber): Lightweight but structurally weaker at higher heights.<\/p>\n

Energy Efficiency<\/p>\n\n\n\n\n\n\n
Design<\/td>\nMaterial<\/td>\nThermal Mass<\/td>\nEnergy Use<\/td>\nInsulation<\/td>\nTwist<\/td>\n<\/tr>\n
Option 1<\/td>\nConcrete<\/td>\n350 MJ\/m\u00b2<\/td>\n120 kWh\/m\u00b2<\/td>\nHigh<\/td>\n0\u00b0<\/td>\n<\/tr>\n
Option 2<\/td>\nComposite<\/td>\n250 MJ\/m\u00b2<\/td>\n130 kWh\/m\u00b2<\/td>\nModerate<\/td>\n30\u00b0<\/td>\n<\/tr>\n
Option 3<\/td>\nTimber<\/td>\n150 MJ\/m\u00b2<\/td>\n140 kWh\/m\u00b2<\/td>\nLow<\/td>\n60\u00b0<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n

– Option 1 (Concrete, 0\u00b0 twist): Best energy efficiency due to high thermal mass.
\n– Option 2 (Composite, 30\u00b0 twist): Balanced energy use with improved airflow.
\n– Option 3 (Timber, 60\u00b0 twist): Least efficient due to low thermal mass.<\/p>\n

Conclusion<\/h3>\n

Best Design: Option 2 (20 stories, Composite, 30\u00b0 twist)
\n– Strong structural performance
\n– Optimized material efficiency
\n– Improved energy efficiency through natural ventilation<\/p>\n

This approach using Dynamo BIM enables efficient high-rise designs, balancing strength and sustainability.<\/p>\n

 <\/p>\n

2. Individual Systems<\/strong><\/a>\u00a0|\u00a0System 3\u00a0<\/a>\u00a0|\u00a0\u00a0System 3 Ontology\u00a0<\/a>\u00a0|\u00a0System 3 Parametric Design<\/a>\u00a0|\u00a03.<\/a>\u00a0Combined Ontology\u00a0<\/a><\/h5>\n","protected":false},"excerpt":{"rendered":"

Designing High-Rise Structures Parametrically using Dynamo BIM Introduction By balancing height, floor type, and twisted angles, this research investigates how to maximize high-rise buildings’ structural and energy efficiency. We assess several design criteria in searchContinue reading<\/a><\/p>\n","protected":false},"author":245,"featured_media":0,"parent":20773,"menu_order":0,"comment_status":"closed","ping_status":"open","template":"","meta":{"footnotes":""},"class_list":["post-20781","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"http:\/\/141.23.68.248\/wp\/index.php?rest_route=\/wp\/v2\/pages\/20781","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\/245"}],"replies":[{"embeddable":true,"href":"http:\/\/141.23.68.248\/wp\/index.php?rest_route=%2Fwp%2Fv2%2Fcomments&post=20781"}],"version-history":[{"count":5,"href":"http:\/\/141.23.68.248\/wp\/index.php?rest_route=\/wp\/v2\/pages\/20781\/revisions"}],"predecessor-version":[{"id":23166,"href":"http:\/\/141.23.68.248\/wp\/index.php?rest_route=\/wp\/v2\/pages\/20781\/revisions\/23166"}],"up":[{"embeddable":true,"href":"http:\/\/141.23.68.248\/wp\/index.php?rest_route=\/wp\/v2\/pages\/20773"}],"wp:attachment":[{"href":"http:\/\/141.23.68.248\/wp\/index.php?rest_route=%2Fwp%2Fv2%2Fmedia&parent=20781"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}