{"id":11726,"date":"2023-02-05T09:54:51","date_gmt":"2023-02-05T09:54:51","guid":{"rendered":"http:\/\/141.23.68.248\/wp\/?page_id=11726"},"modified":"2023-02-14T05:25:39","modified_gmt":"2023-02-14T05:25:39","slug":"rc-apartment-building","status":"publish","type":"page","link":"http:\/\/141.23.68.248\/wp\/?page_id=11726","title":{"rendered":"Apartment Building"},"content":{"rendered":"<h2 style=\"text-align: center;\">Risk Based Assessment<\/h2>\n<p style=\"text-align: justify;\">The main focus here is on the failure of the system. For the consideration of the system degradation over the lifetime, condition states in which the system can be located are defined. These will change over time with a certain probability. For this purpose, a statistical model is constructed with the need for state probabilities.\u00a0Failure modes are defined for the further development of the model. These describe what kind of events can change the system in terms of stability, load capacity, or durability. With the help of failure probabilities of certain events, the reliability of the overall system is determined. As a result, the failure probability for the entire system is obtained for the case that certain events occur.<\/p>\n<p style=\"text-align: center;\">The below table represents the possible states of the building during its lifetime:<\/p>\n<p style=\"text-align: center;\"><a href=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/lcaere11.jpg\"><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-12849\" src=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/lcaere11.jpg\" alt=\"lcaere1\" width=\"513\" height=\"197\" srcset=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/lcaere11.jpg 513w, http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/lcaere11-300x115.jpg 300w\" sizes=\"auto, (max-width: 513px) 100vw, 513px\" \/><\/a><\/p>\n<h2 style=\"text-align: center;\">LCA &amp; MCDA<\/h2>\n<p style=\"text-align: justify;\">The goal of the LCA is to do a carbon footprint analysis to compare the design options of the system. For the scope the definition of what type of footprint analysis is helpful. In this assignment the focus is on the global warming potential (GWP \u2013 CO2), the depletion potential of the stratospheric ozone layer (OP \u2013 CFC11), the acidification potential (AP \u2013 SO2), and the eutrophication potential (EP \u2013 PO4). Also in consideration is the total consumption of non-renewable primary energy resources (PENRT) and the total use of renewable primary energy resources (PERT). The LCA focuses on the first phases of a system until the installation (A1-A5) and also looks at the waste processing (C3) and recycling potential (D) \u2013 according to the EN standard of the life-cycle stages [1]. Maintenance and repairs are also part of this study.<\/p>\n<p style=\"text-align: center;\">The below\u00a0figure represents the scope and the boundaries of the assessment:<\/p>\n<p style=\"text-align: center;\"><a href=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/ere21.jpg\"><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-12856\" src=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/ere21.jpg\" alt=\"ere2\" width=\"812\" height=\"517\" srcset=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/ere21.jpg 812w, http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/ere21-300x191.jpg 300w, http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/ere21-520x331.jpg 520w, http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/ere21-740x471.jpg 740w\" sizes=\"auto, (max-width: 812px) 100vw, 812px\" \/><\/a><\/p>\n<p style=\"text-align: center;\">The below figure represents different design options for system:<\/p>\n<p style=\"text-align: center;\"><a href=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/ere31.jpg\"><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-12858\" src=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/ere31.jpg\" alt=\"ere3\" width=\"632\" height=\"407\" srcset=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/ere31.jpg 632w, http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/ere31-300x193.jpg 300w, http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/ere31-520x335.jpg 520w\" sizes=\"auto, (max-width: 632px) 100vw, 632px\" \/><\/a><\/p>\n<p style=\"text-align: justify;\"><strong>Life Cycle Timeline:<\/strong>\u00a0To start the life cycle analysis it is necessary to define the lifespan of the chosen system. It is also important to define the events that occur during lifetime regarding maintenance activities \u2013 like maintenance, repairs or rebuilding. A service life of 100 years is assumed for the building and the floor slab.<\/p>\n<p style=\"text-align: center;\"><a href=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/ere4.1.jpg\"><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-12864\" src=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/ere4.1.jpg\" alt=\"ere4-1\" width=\"581\" height=\"197\" srcset=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/ere4.1.jpg 581w, http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/ere4.1-300x102.jpg 300w, http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/ere4.1-520x176.jpg 520w\" sizes=\"auto, (max-width: 581px) 100vw, 581px\" \/><\/a> <a href=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/ere4.2.jpg\"><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-12865\" src=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/ere4.2.jpg\" alt=\"ere4-2\" width=\"565\" height=\"191\" srcset=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/ere4.2.jpg 565w, http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/ere4.2-300x101.jpg 300w, http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/ere4.2-520x176.jpg 520w\" sizes=\"auto, (max-width: 565px) 100vw, 565px\" \/><\/a> <a href=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/ere4.3.jpg\"><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-12866\" src=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/ere4.3.jpg\" alt=\"ere4-3\" width=\"567\" height=\"185\" srcset=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/ere4.3.jpg 567w, http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/ere4.3-300x98.jpg 300w, http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/ere4.3-520x170.jpg 520w\" sizes=\"auto, (max-width: 567px) 100vw, 567px\" \/><\/a><\/p>\n<p style=\"text-align: justify;\"><strong>Life Cycle Inventory:\u00a0<\/strong>In the scope column the affiliation to the different design options is shown. For the quantities different numbers with different meanings are presented. For 1m3 WCC, 60% of CLT and 40% of concrete are needed, according to the cross section area. For 1m3 RC, 1m3 concrete and 170kg reinforced steel are needed. Respective reinforced steel, which is indicated in per kilogram, every material is specified per cubic meter, shown in the unit column.<\/p>\n<p style=\"text-align: center;\">The below figure represents the life cycle inventory:<\/p>\n<p style=\"text-align: center;\"><a href=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/ere61.jpg\"><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-large wp-image-12874\" src=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/ere61-1024x594.jpg\" alt=\"ere6\" width=\"1024\" height=\"594\" srcset=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/ere61-1024x594.jpg 1024w, http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/ere61-300x174.jpg 300w, http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/ere61-520x302.jpg 520w, http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/ere61-740x430.jpg 740w, http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/ere61.jpg 1113w\" sizes=\"auto, (max-width: 1024px) 100vw, 1024px\" \/><\/a><\/p>\n<p style=\"text-align: justify;\">The results show that RC has the highest values for every indicator instead of renewable energy consumption and CFC11 emissions. CLT shows the best values for CO2 emissions, SO2 emissions, PO4 emissions and non-renewable energy consumption. The negative values of WCC and CLT at the CO2 emissions can be explained with the fact, that trees save CO2 and store it over their lifetime \u2013 also when they become processed to wood products for the building industry. That CLT has the worst records for CFC11 emissions can be explained with the fact that 86 % of the CFC11 emissions. The high amount of renewable energy consumption came from 65 % by the semi-finished wood product upstream chain, electricity consumption and heating purposes in the factory with wood.<\/p>\n<p style=\"text-align: center;\"><a href=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/ere52.jpg\"><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-large wp-image-12876\" src=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/ere52-1024x533.jpg\" alt=\"ere5\" width=\"1024\" height=\"533\" srcset=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/ere52-1024x533.jpg 1024w, http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/ere52-300x156.jpg 300w, http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/ere52-520x271.jpg 520w, http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/ere52-740x385.jpg 740w, http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/ere52.jpg 1052w\" sizes=\"auto, (max-width: 1024px) 100vw, 1024px\" \/><\/a><\/p>\n<p style=\"text-align: justify;\"><a href=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/ere61.jpg\"><br \/>\n<\/a><strong>MCDA:\u00a0<\/strong><\/p>\n<p style=\"text-align: justify;\"><span lang=\"EN-US\">To start the TOPSIS method the definition of weight indicators is essential.\u00a0<span lang=\"EN-US\">The decision was made considering the goal of the study is to look at the carbon footprint. Therefore the GWP got the highest weight because CO2 is the most important greenhouse gas. What is also interesting to look at is the energy consumption, so they got also higher weight than OP, AP and EP. <\/span><\/span><\/p>\n<p style=\"text-align: justify;\"><a href=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/Bildschirmfoto-2023-02-12-um-12.17.14.png\"><img loading=\"lazy\" decoding=\"async\" class=\"  wp-image-13288 aligncenter\" src=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/Bildschirmfoto-2023-02-12-um-12.17.14.png\" alt=\"bildschirmfoto-2023-02-12-um-12-17-14\" width=\"681\" height=\"75\" srcset=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/Bildschirmfoto-2023-02-12-um-12.17.14.png 1371w, http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/Bildschirmfoto-2023-02-12-um-12.17.14-300x33.png 300w, http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/Bildschirmfoto-2023-02-12-um-12.17.14-1024x113.png 1024w, http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/Bildschirmfoto-2023-02-12-um-12.17.14-520x57.png 520w, http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/Bildschirmfoto-2023-02-12-um-12.17.14-740x82.png 740w\" sizes=\"auto, (max-width: 681px) 100vw, 681px\" \/><\/a><\/p>\n<p style=\"text-align: justify;\"><span lang=\"EN-US\">According to [2] and [3], the positive (PIS) and negative ideal solutions (NIS) were calculated.<\/span>The pie plot TOPSIS.2 show clear results. \u00a0The variant made of CLT is rated best with <em>51.7 %<\/em>, followed by WCC with <em>40.5 %<\/em>. RC is rated worst with <em>7.8 %<\/em>. Compared with the TOPSIS.1 results \u00a0\u2013 without the integration of the PIS and NIS \u2013 the results are almost identical. This shows that the calculation of the TOPSIS method has already given correct results in the first computation and the PIS and NIS only cause very small changes (0.01 % &#8211; 0.1 %). Based on the results of the LCA and TOPSIS, CLT is chosen as the most suitable alternative, as the environmental impact of wood \u2013 especially CO2 emissions \u2013 is the lowest. Whenever possible, wood as a building material should at least be considered instead of concrete. If wood and concrete are combined in WCC, the advantages of both materials can be combined and the environmental impact is less severe than for RC floors.<\/p>\n<p style=\"text-align: justify;\">\u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0TOPSIS:\u00a0<img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-12878\" src=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/ere71.jpg\" alt=\"ere7\" width=\"562\" height=\"302\" srcset=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/ere71.jpg 562w, http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/ere71-300x161.jpg 300w, http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/ere71-520x279.jpg 520w\" sizes=\"auto, (max-width: 562px) 100vw, 562px\" \/><\/p>\n<p style=\"text-align: justify;\"><a href=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/ere81.jpg\"><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-12879\" src=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/ere81.jpg\" alt=\"ere8\" width=\"532\" height=\"295\" srcset=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/ere81.jpg 532w, http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/ere81-300x166.jpg 300w, http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/ere81-520x288.jpg 520w\" sizes=\"auto, (max-width: 532px) 100vw, 532px\" \/><\/a><\/p>\n<p style=\"text-align: justify;\">references:<\/p>\n<p style=\"text-align: justify;\">[1]\u00a0<span lang=\"EN-US\">Castro, R. Pasanen, P. <i>How to design buildings with Life Cycle Assessment by accounting for the material flows in refurbishment<\/i>. 2019.<\/span><\/p>\n<p>[2] Pavic, Z. Novoselac, V. <em>Notes on TOPSIS Method<\/em>. 2013 (retrieved https:\/\/www.researchgate.net\/publication\/285886027_Notes_on_TOPSIS_Method)<\/p>\n<p>[3] Wardoyo, H. Wardoyo, R. The complexity calculation for group decision making using TOPSIS algorithm. 2016. (retrieved https:\/\/aip.scitation.org\/doi\/pdf\/10.1063\/1.4958502)<\/p>\n<p style=\"text-align: justify;\"><!--more--><\/p>\n<p>Other Systems:<\/p>\n<ul>\n<li><a href=\"http:\/\/141.23.68.248\/wp\/?page_id=11772\">Building Facade<\/a><\/li>\n<li><a href=\"http:\/\/141.23.68.248\/wp\/?page_id=11728\">Flexible Pavement<\/a><\/li>\n<li><a href=\"http:\/\/141.23.68.248\/wp\/?page_id=11724\">Community Buildings (Hotel)<\/a><\/li>\n<li><a href=\"http:\/\/141.23.68.248\/wp\/?page_id=11770\">School Buildings<\/a><\/li>\n<\/ul>\n","protected":false},"excerpt":{"rendered":"<p>Risk Based Assessment The main focus here is on the failure of the system. For the consideration of the system degradation over the lifetime, condition states in which the system can be located are defined.<a class=\"read-more\" href=\"http:\/\/141.23.68.248\/wp\/?page_id=11726\">Continue reading<\/a><\/p>\n","protected":false},"author":180,"featured_media":0,"parent":11713,"menu_order":0,"comment_status":"closed","ping_status":"open","template":"","meta":{"footnotes":""},"class_list":["post-11726","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"http:\/\/141.23.68.248\/wp\/index.php?rest_route=\/wp\/v2\/pages\/11726","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\/180"}],"replies":[{"embeddable":true,"href":"http:\/\/141.23.68.248\/wp\/index.php?rest_route=%2Fwp%2Fv2%2Fcomments&post=11726"}],"version-history":[{"count":12,"href":"http:\/\/141.23.68.248\/wp\/index.php?rest_route=\/wp\/v2\/pages\/11726\/revisions"}],"predecessor-version":[{"id":14886,"href":"http:\/\/141.23.68.248\/wp\/index.php?rest_route=\/wp\/v2\/pages\/11726\/revisions\/14886"}],"up":[{"embeddable":true,"href":"http:\/\/141.23.68.248\/wp\/index.php?rest_route=\/wp\/v2\/pages\/11713"}],"wp:attachment":[{"href":"http:\/\/141.23.68.248\/wp\/index.php?rest_route=%2Fwp%2Fv2%2Fmedia&parent=11726"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}