{"id":10018,"date":"2022-02-14T14:34:30","date_gmt":"2022-02-14T14:34:30","guid":{"rendered":"http:\/\/141.23.68.248\/wp\/?page_id=10018"},"modified":"2022-02-16T08:23:32","modified_gmt":"2022-02-16T08:23:32","slug":"office-building-combined-parametric-model","status":"publish","type":"page","link":"http:\/\/141.23.68.248\/wp\/?page_id=10018","title":{"rendered":"Office Building: Combined Parametric Model"},"content":{"rendered":"<hr \/>\n<h2 style=\"text-align: justify;\"><\/h2>\n<h2 style=\"text-align: justify;\">1. Abstract:<\/h2>\n<hr \/>\n<p>&nbsp;<\/p>\n<p style=\"text-align: justify;\">In this integrated study the combined ontology that has been developed in the first phase of the project is used a <em>capita selecta.\u00a0<\/em>As many literature pointed out, <em>models<\/em> and <em>design indicators<\/em> for<strong> rapid decision making<\/strong> is lacked in building projetcs (Goia, 2016). Therefore with this integrated work, it has been aimed to address this issue by creating an office building parametric model with <em>two<\/em> well-defined high-performance criteria with ease of evaluation due to high performance runtime. The integrated parametric model consists of <em>five individual<\/em>\u00a0parametric models that had been re-modelled in Dynamo for better efficiency and reduction of the computational cost.\u00a0The parametrically modelled co-working office building is located in Oslo, Norway. Climatic characteristics\u00a0 of Olso can be found in [3].<\/p>\n<hr \/>\n<h2 style=\"text-align: justify;\"><\/h2>\n<h2 style=\"text-align: justify;\">2.\u00a0Design Challenge, High-Performance Criteria and Parameters:<\/h2>\n<hr \/>\n<p>&nbsp;<\/p>\n<p style=\"text-align: center;\"><a href=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2022\/02\/hpc_taab.png\"><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-medium wp-image-10907\" src=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2022\/02\/hpc_taab-300x64.png\" alt=\"hpc_taab\" width=\"300\" height=\"64\" srcset=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2022\/02\/hpc_taab-300x64.png 300w, http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2022\/02\/hpc_taab.png 302w\" sizes=\"auto, (max-width: 300px) 100vw, 300px\" \/><\/a><b>Fig. 1: <\/b>High-performance criteria [2][7].<\/p>\n<p style=\"text-align: justify;\">As office buildings\u00a0has different types of requirements, the project was initiated by making assumption regarding diverse functions of an office environment. Therefore, this model aims for designing an office for 100 people.\u00a0Regarding the recommended types\u00a0spaces (Conference room, pantries, large meeting rooms etc.) for an ideal office environment total area of 1485 m2 is calculated which corresponds to <strong>14.85<\/strong>m2\/person [6].<\/p>\n<p style=\"text-align: justify;\">The model had been evaluated with respect to two high-performance criteria: Optimum Total energy consumption by Window-to-wall ratio (WWR) and sufficient acoustic comfort by Sound Transmission Loss (STL).<\/p>\n<ul style=\"text-align: justify;\">\n<li>Optimum total energy consumption is addressed by calculating the WWR (Figure 1, Eq. 2)<\/li>\n<li>Equation 3 represents the total energy consumption that Goia et al. considered throughout the research and HPC\u00a0was checked according to the Oslo (WWR-E_tot, <strong>Fig. 3<\/strong>)<\/li>\n<li>Acoustic comfort is addressed by calculating the compsite sound tranmission loss (Eq. 3) of the fa\u00e7ade, which means considering different building components such as (glass, aluminum, brick etc.)<\/li>\n<\/ul>\n<p style=\"text-align: justify;\"><a href=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2022\/02\/HPC.png\"><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-medium wp-image-10749\" src=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2022\/02\/HPC-300x120.png\" alt=\"hpc\" width=\"300\" height=\"120\" srcset=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2022\/02\/HPC-300x120.png 300w, http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2022\/02\/HPC-1024x409.png 1024w, http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2022\/02\/HPC-520x207.png 520w, http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2022\/02\/HPC-740x295.png 740w, http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2022\/02\/HPC.png 1183w\" sizes=\"auto, (max-width: 300px) 100vw, 300px\" \/><\/a><\/p>\n<p style=\"text-align: center;\"><strong>Fig.2:<\/strong>\u00a0HPC Equations.<\/p>\n<p style=\"text-align: justify;\"><a href=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2022\/02\/oslo_WWR.png\"><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-medium wp-image-10709\" src=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2022\/02\/oslo_WWR-289x300.png\" alt=\"oslo_wwr\" width=\"289\" height=\"300\" srcset=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2022\/02\/oslo_WWR-289x300.png 289w, http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2022\/02\/oslo_WWR.png 357w\" sizes=\"auto, (max-width: 289px) 100vw, 289px\" \/><\/a><\/p>\n<p style=\"text-align: center;\"><strong>Fig.3:<\/strong>\u00a0<i>Oslo\u00a0<\/i><i>Dfb<\/i><i>: ETOT(WWR)\u00a0 for different SA:V values -North Orientation (<\/i><i>Goia<\/i><i>, 2016)<\/i><\/p>\n<p style=\"text-align: justify;\">Regarding the restrictions Aside from detailed parameters concerning building materials etc., mainly the controlled parameters are <strong><em>total building height, length, width, concrete side walls<\/em><\/strong> (parapet), and as the\u00a0<a href=\"http:\/\/141.23.68.248\/wp\/?page_id=9605\">Water Flow Glazing Fa\u00e7ade Systems<\/a>\u00a0technology had been chosen for the fa\u00e7ade, its&#8217; aluminum <strong><em>circulator height<\/em><\/strong> is considered as a controlled parameter.<\/p>\n<p style=\"text-align: justify;\">The design challenge was to obtain the compactness of the building (SA\/V) in between 0.30-0.20 (Fig. 3, dotted lines), WWR in between 0.8-0.9 and minimum 40 dB STL. As these criteria are conflincting in term of geometrical aspects, it created a significant design challange. By increasing the circulator height(Fig. 4), the surface area of aluminum(40 dB STL) on the fa\u00e7ade increases which results in\u00a0 higher STL, however as the opaque area increases the WWR ratio decreases significantly below the optimum level. On the contrary,if only WWR ratio in the north fa\u00e7ade (WFG system) decreases the side walls needs to be higher to comply with the STL criteria which results very less amount of light as the span x increases. Therefore, decreasing span x, increasing the heigth of side walls and increasing the glazing area in the north WFG fa\u00e7ade is found to be the best strategy to compete the design challange.<\/p>\n<hr \/>\n<h2 style=\"text-align: justify;\">3.\u00a0Logic of the parametric model:<\/h2>\n<hr \/>\n<p>&nbsp;<\/p>\n<p style=\"text-align: justify;\">To integrate every subsystem on the main model, the building, some preliminary work needs to be conducted. Evocatively, this integration is a process of building block. Therefore, ports are required to have all subsystem toggled. Since subsystem are exterior, we come up with the scheme below.<a href=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2022\/02\/Pm_1.png\"><br \/>\n<\/a><\/p>\n<p style=\"text-align: justify;\"><a href=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2022\/02\/Presentation1.png\"><img loading=\"lazy\" decoding=\"async\" class=\"alignnone size-full wp-image-10028\" src=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2022\/02\/Presentation1.png\" alt=\"presentation1\" width=\"1280\" height=\"720\" srcset=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2022\/02\/Presentation1.png 1280w, http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2022\/02\/Presentation1-300x169.png 300w, http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2022\/02\/Presentation1-1024x576.png 1024w, http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2022\/02\/Presentation1-520x293.png 520w, http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2022\/02\/Presentation1-740x416.png 740w\" sizes=\"auto, (max-width: 1280px) 100vw, 1280px\" \/><\/a><\/p>\n<h5 style=\"text-align: center;\"><strong>Fig.3:<\/strong>\u00a0<strong><span style=\"color: #ff0000;\">Dynamo Workspace;<\/span><\/strong>\u00a0<strong>A<\/strong>: Input Parameters<strong>,<\/strong> <strong>B<\/strong>: <strong>Building Domain Creation<\/strong>,<strong> C<\/strong>: Extracting Necessary Points from the Domain for each fa\u00e7ade, <strong>D<\/strong>: Water Flow Glazing fa\u00e7ade Unit and Aluminum Panels,<strong> E<\/strong>: Exterior Walls,<strong> F<\/strong>: Extracting the Necessary Geometry to construct the Timber Formwork, <strong>G<\/strong>: Timber Formwork, <strong>H<\/strong>: Detached Garage,<strong> I<\/strong>:<strong><span style=\"color: #99ccff;\"> High-Performance Criteria<\/span><\/strong><\/h5>\n<p><a href=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2022\/02\/node_2.png\"><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-11053\" src=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2022\/02\/node_2.png\" alt=\"node_2\" width=\"742\" height=\"430\" srcset=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2022\/02\/node_2.png 742w, http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2022\/02\/node_2-300x174.png 300w, http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2022\/02\/node_2-520x301.png 520w, http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2022\/02\/node_2-740x429.png 740w\" sizes=\"auto, (max-width: 742px) 100vw, 742px\" \/><\/a><\/p>\n<p style=\"text-align: center;\"><strong>Fig.4:<\/strong>\u00a0<i>Implementation of the WFG modular unit<\/i><\/p>\n<p><a href=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2022\/02\/node_logic.png\"><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-large wp-image-11052\" src=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2022\/02\/node_logic-1024x549.png\" alt=\"node_logic\" width=\"1024\" height=\"549\" srcset=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2022\/02\/node_logic-1024x549.png 1024w, http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2022\/02\/node_logic-300x161.png 300w, http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2022\/02\/node_logic-520x279.png 520w, http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2022\/02\/node_logic-740x397.png 740w\" sizes=\"auto, (max-width: 1024px) 100vw, 1024px\" \/><\/a><\/p>\n<p style=\"text-align: center;\"><strong>Fig.5:<\/strong>\u00a0<i>Represents the core of the model -extrating the necessary points- (<strong>see Fig. 3 C<\/strong>)<\/i><\/p>\n<p>Using Python script (Fig. 5), we extract four nodes in a group as a port for one unit of a subsystem, for example, one WFG unit or one segment of parapet. To achieve that, exterior points need to be filtered in a list in the first step. Several loops statement then, pair nodes in groups by \u00a0a certain pattern of the index of nodes. Same as the optimisation in node array generation, we use the pop out plan in these codes to speed up the model runtime. With the good and steady performance of these ports, subsystem are attached on the main frame.<\/p>\n<p><strong>Adding the garage system to the building in dynamo:<\/strong><\/p>\n<p>Since the point of this step is to integrate the models, we tried to achieve this with the least amount of adjustment of changes on the initial models. The parametric model of the detached garage has been adapted to be built on the side of the building, simply, by changing the coordinate system to match the suitable position of the building. To use one side of the building for the garage, a suitable number of multiple garages is calculated automatically since the garage\u2019s construction dictates that a maximum span of the roof must be considered.<\/p>\n<p><strong>Adding elements to achieve a holistic model:<\/strong><\/p>\n<p>The building construction consisted of a skeleton construction. Starting with some python scripts and using multiple parametric modelling techniques, we added and integrated concreate wall elements that serve as shear walls and allows us to integrate the timber framework system. These concrete walls were added as exterior walls of the building. The east and west exterior walls were modelled with a height suitable to fill these sides of the building with big window surfaces.<\/p>\n<p><b>Timber formwork for exterior concrete side walls:<\/b><\/p>\n<p>by extracting the first and the last point of the walls&#8217; length, height and thickness, the measurements of every wall will be obtained in one list. By addidng these measurements and define an integreder slider which by changing it the selected wall will be change, the user could have an overview about the formwork design which is nedded to meet the measurements of the selected wall.<\/p>\n<h2 style=\"text-align: justify;\">4. Discussing the design space and design alternatives:<\/h2>\n<p><a href=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2022\/02\/HPC_TABLE1.jpg\"><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter  wp-image-11063\" src=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2022\/02\/HPC_TABLE1.jpg\" alt=\"hpc_table\" width=\"1998\" height=\"152\" srcset=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2022\/02\/HPC_TABLE1.jpg 1787w, http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2022\/02\/HPC_TABLE1-300x23.jpg 300w, http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2022\/02\/HPC_TABLE1-1024x78.jpg 1024w, http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2022\/02\/HPC_TABLE1-520x40.jpg 520w, http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2022\/02\/HPC_TABLE1-740x56.jpg 740w\" sizes=\"auto, (max-width: 1998px) 100vw, 1998px\" \/><\/a><\/p>\n<p style=\"text-align: center;\"><strong>Fig.6:<\/strong>\u00a0<i>Three design alternatives concerning different gross project surface area<\/i><\/p>\n<p>According to Goia&#8217;s optimum WWR values all the alternatives may seem like they are not meeting the criteria. However, according literature, buildings with WFG technology are consuming 60 percent less energy due the built-in energy strategy depending highly on the climate characteristics of the region[9]. Thus, from a designer point of view, the region between 0.80 and 0.90 which corresponds approximately to 55-65 kWhm-2 total energy consumption is still in the optimum region (Fig. 3). As it can be seen from the Fig. 6, alternative number 3 with 4 floors, distinguished itself having 0.25 compactness, nearly 40 dB STL and 0.86 WWR.<\/p>\n<p><strong>References<\/strong><\/p>\n<ul>\n<li>[1] Durmisevic, Sanja &amp; Marradi, Benedetta. (2016). Calculation and analytical methods for building components. Deliverable report 1.4, INSITER.<\/li>\n<li>[2]Goia, Francesco. (2016). Search for the optimal window-to-wall ratio in office buildings in different European climates and the implications on total energy saving potential. Solar Energy. 132. 467\u2013492. 10.1016\/j.solener.2016.03.031.<\/li>\n<li>[3]\u00a0Peel, Murray &amp; Finlayson, Brian &amp; Mcmahon, Thomas. (2007). Updated World Map of the Koppen-Geiger Climate Classification. Hydrology and Earth System Sciences Discussions. 4. 10.5194\/hess-11-1633-2007.<\/li>\n<li>[5]\u00a0Ungureanu, L, Bridge Tutorial, Parametric model generation with Dynamo.<\/li>\n<li>[6]\u00a0https:\/\/skepp.com\/en\/blog\/office-tips\/this-is-how-many-square-meters-of-office-space-you-need-per-person#calculator<\/li>\n<li>[7]\u00a0Lamancusa, J. S. (2000). Transmission of Sound Through Structures. Penn State.<\/li>\n<li>[8]\u00a0The Norwegian Labour Inspection Authority. (2012) Regulations concerning the design and layout of workplaces and work premises (the Workplace Regulations).<\/li>\n<li>[9] Gutai, Matyas &amp; Ganji Kheybari, Abolfazl. (2019). Energy consumption of smart water-filled glass (SWFG) building envelope.<\/li>\n<\/ul>\n<div class=\"sketchfab-embed-wrapper\"><iframe loading=\"lazy\" title=\"Export\" src=\"https:\/\/sketchfab.com\/models\/323b4f044e604acdb155e84451317855\/embed\" width=\"935\" height=\"471\" frameborder=\"0\" allowfullscreen=\"allowfullscreen\"> <\/iframe><\/p>\n<p style=\"font-size: 13px; font-weight: normal; margin: 5px; color: #4a4a4a;\"><a style=\"font-weight: bold; color: #1caad9;\" href=\"https:\/\/sketchfab.com\/3d-models\/export-323b4f044e604acdb155e84451317855?utm_medium=embed&amp;utm_campaign=share-popup&amp;utm_content=323b4f044e604acdb155e84451317855\" target=\"_blank\"> Export <\/a> by <a style=\"font-weight: bold; color: #1caad9;\" href=\"https:\/\/sketchfab.com\/hyx666?utm_medium=embed&amp;utm_campaign=share-popup&amp;utm_content=323b4f044e604acdb155e84451317855\" target=\"_blank\"> hyx666 <\/a> on <a style=\"font-weight: bold; color: #1caad9;\" href=\"https:\/\/sketchfab.com?utm_medium=embed&amp;utm_campaign=share-popup&amp;utm_content=323b4f044e604acdb155e84451317855\" target=\"_blank\">Sketchfab<\/a><\/p>\n<\/div>\n<hr \/>\n<p>Download the Dynamo File:<\/p>\n<p><a href=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2022\/02\/Final_IntegratedParametricModel.dyn\">Combined Parametric Model<\/a><\/p>\n<hr \/>\n<p>To the combined ontological modeling:<\/p>\n<p><a href=\"http:\/\/141.23.68.248\/wp\/?page_id=10016\">Office building: Combined Ontological Modeling<\/a><\/p>\n<p>&nbsp;<\/p>\n","protected":false},"excerpt":{"rendered":"<p>1. Abstract: &nbsp; In this integrated study the combined ontology that has been developed in the first phase of the project is used a capita selecta.\u00a0As many literature pointed out, models and design indicators for<a class=\"read-more\" href=\"http:\/\/141.23.68.248\/wp\/?page_id=10018\">Continue reading<\/a><\/p>\n","protected":false},"author":115,"featured_media":0,"parent":8601,"menu_order":0,"comment_status":"closed","ping_status":"open","template":"","meta":{"footnotes":""},"class_list":["post-10018","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"http:\/\/141.23.68.248\/wp\/index.php?rest_route=\/wp\/v2\/pages\/10018","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\/115"}],"replies":[{"embeddable":true,"href":"http:\/\/141.23.68.248\/wp\/index.php?rest_route=%2Fwp%2Fv2%2Fcomments&post=10018"}],"version-history":[{"count":76,"href":"http:\/\/141.23.68.248\/wp\/index.php?rest_route=\/wp\/v2\/pages\/10018\/revisions"}],"predecessor-version":[{"id":11258,"href":"http:\/\/141.23.68.248\/wp\/index.php?rest_route=\/wp\/v2\/pages\/10018\/revisions\/11258"}],"up":[{"embeddable":true,"href":"http:\/\/141.23.68.248\/wp\/index.php?rest_route=\/wp\/v2\/pages\/8601"}],"wp:attachment":[{"href":"http:\/\/141.23.68.248\/wp\/index.php?rest_route=%2Fwp%2Fv2%2Fmedia&parent=10018"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}