{"id":14169,"date":"2023-02-13T05:44:18","date_gmt":"2023-02-13T05:44:18","guid":{"rendered":"http:\/\/141.23.68.248\/wp\/?page_id=14169"},"modified":"2023-02-14T05:34:20","modified_gmt":"2023-02-14T05:34:20","slug":"multistorey-building","status":"publish","type":"page","link":"http:\/\/141.23.68.248\/wp\/?page_id=14169","title":{"rendered":"Multistorey Building"},"content":{"rendered":"<p style=\"text-align: left;\"><strong>Introduction<\/strong><\/p>\n<p align=\"justify\">To do an life-cycle analysis, which was followed by an multi-criteria optimization the goal was to conduct a carbon footprint analysis, so the major factors associated with the selected model of Beam of a RCC building structure are it\u2019s materials requirement for construction which in turn have an impact on carbon footprint. The scope ranged from the raw materials extraction till it\u2019s usage and finally till maintenance and repairs. So, while these processes take place step by step, we needed to take into account the harmful effect on our environment caused by this. So we choosed, the following scope and boundary of our analysis. Different gases, their required energy quantity are analyzed and main gases such as CO2, SO2 and NOx are taken into account and how much emissions these exude helped us in achieving our goal of conducting the carbon footprint analysis. The boundary of the analysed\u00a0 system can be seen in the figure below.<\/p>\n<p>&nbsp;<\/p>\n<figure id=\"attachment_14395\" aria-describedby=\"caption-attachment-14395\" style=\"width: 612px\" class=\"wp-caption aligncenter\"><a href=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/airport2.jpg\"><img loading=\"lazy\" decoding=\"async\" class=\"size-full wp-image-14395\" src=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/airport2.jpg\" alt=\"Fig.2.3.1 Boundary Sketch for Airport Pavement\" width=\"612\" height=\"241\" srcset=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/airport2.jpg 612w, http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/airport2-300x118.jpg 300w, http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/airport2-520x205.jpg 520w\" sizes=\"auto, (max-width: 612px) 100vw, 612px\" \/><\/a><figcaption id=\"caption-attachment-14395\" class=\"wp-caption-text\">Fig.2.4.1 Boundary Sketch for Mutli-storey Building<\/figcaption><\/figure>\n<p>&nbsp;<\/p>\n<p><strong>Lice-Cycle Analysis &amp; Multi-Criteria Decision Making<\/strong><\/p>\n<p>To understand the construction better there was a model established of how the struture will loke like, as presented in figure 2.4.2 below.<\/p>\n<figure id=\"attachment_14398\" aria-describedby=\"caption-attachment-14398\" style=\"width: 573px\" class=\"wp-caption aligncenter\"><a href=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/airport3.jpg\"><img loading=\"lazy\" decoding=\"async\" class=\"size-full wp-image-14398\" src=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/airport3.jpg\" alt=\"Model of System Structure\" width=\"573\" height=\"304\" srcset=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/airport3.jpg 573w, http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/airport3-300x159.jpg 300w, http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/airport3-520x276.jpg 520w\" sizes=\"auto, (max-width: 573px) 100vw, 573px\" \/><\/a><figcaption id=\"caption-attachment-14398\" class=\"wp-caption-text\">Fig.2.4.2 Model of System Structure<\/figcaption><\/figure>\n<p>&nbsp;<\/p>\n<p>Based on figure 2.3.2 the design alternatives, which are presented in table 2.4.1, vary in the materials being used.<\/p>\n<figure id=\"attachment_14399\" aria-describedby=\"caption-attachment-14399\" style=\"width: 634px\" class=\"wp-caption aligncenter\"><a href=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/airport4.jpg\"><img loading=\"lazy\" decoding=\"async\" class=\"size-full wp-image-14399\" src=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/airport4.jpg\" alt=\"Fig.2.3.3 Design Alternatives\" width=\"634\" height=\"121\" srcset=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/airport4.jpg 634w, http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/airport4-300x57.jpg 300w, http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/airport4-520x99.jpg 520w\" sizes=\"auto, (max-width: 634px) 100vw, 634px\" \/><\/a><figcaption id=\"caption-attachment-14399\" class=\"wp-caption-text\">Tab.2.4.1 Design Alternatives<\/figcaption><\/figure>\n<p>&nbsp;<\/p>\n<p>The materials being used for the design options, can be seen in\u00a0table 2.4.2.<\/p>\n<figure id=\"attachment_14402\" aria-describedby=\"caption-attachment-14402\" style=\"width: 632px\" class=\"wp-caption aligncenter\"><a href=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/airport5.jpg\"><img loading=\"lazy\" decoding=\"async\" class=\"size-full wp-image-14402\" src=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/airport5.jpg\" alt=\"Tab.2.3.2\" width=\"632\" height=\"139\" srcset=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/airport5.jpg 632w, http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/airport5-300x66.jpg 300w, http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/airport5-520x114.jpg 520w\" sizes=\"auto, (max-width: 632px) 100vw, 632px\" \/><\/a><figcaption id=\"caption-attachment-14402\" class=\"wp-caption-text\">Tab.2.4.2 Material Usage in Depency of Design Option<\/figcaption><\/figure>\n<p>&nbsp;<\/p>\n<p>The\u00a0 following\u00a0 table 2.4.3\u00a0 presents\u00a0 the\u00a0 composition\u00a0 of\u00a0 different\u00a0 materials\u00a0 used.<\/p>\n<figure id=\"attachment_14404\" aria-describedby=\"caption-attachment-14404\" style=\"width: 631px\" class=\"wp-caption aligncenter\"><a href=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/airport6.jpg\"><img loading=\"lazy\" decoding=\"async\" class=\"size-full wp-image-14404\" src=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/airport6.jpg\" alt=\"Tab.2.3.3 Life-Cycle Inventory\" width=\"631\" height=\"212\" srcset=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/airport6.jpg 631w, http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/airport6-300x101.jpg 300w, http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/airport6-520x175.jpg 520w\" sizes=\"auto, (max-width: 631px) 100vw, 631px\" \/><\/a><figcaption id=\"caption-attachment-14404\" class=\"wp-caption-text\">Tab.2.4.3 Life-Cycle Inventory<\/figcaption><\/figure>\n<p>&nbsp;<\/p>\n<p>Based on the information presented so far and the intervention strategy the results of the life-cycle analysis are presented in form of radar plots, which can be seen in figure 2.4.3 below.<\/p>\n<figure id=\"attachment_14406\" aria-describedby=\"caption-attachment-14406\" style=\"width: 481px\" class=\"wp-caption aligncenter\"><a href=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/airport7.jpg\"><img loading=\"lazy\" decoding=\"async\" class=\"size-full wp-image-14406\" src=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/airport7.jpg\" alt=\"Fig. 2.3.3 Radar Plots of Airport Pavement\" width=\"481\" height=\"433\" srcset=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/airport7.jpg 481w, http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/airport7-300x270.jpg 300w\" sizes=\"auto, (max-width: 481px) 100vw, 481px\" \/><\/a><figcaption id=\"caption-attachment-14406\" class=\"wp-caption-text\">Fig. 2.4.3 Radar Plots of\u00a0Multi-Storey Building<\/figcaption><\/figure>\n<p>&nbsp;<\/p>\n<p>In addition by adding weights for the different criterias intruduced, to set the calculation matrix in the RCode the results of the multi-criteria decision making analysis are presented in figure 2.4.4<\/p>\n<figure id=\"attachment_14408\" aria-describedby=\"caption-attachment-14408\" style=\"width: 476px\" class=\"wp-caption aligncenter\"><a href=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/airport8.jpg\"><img loading=\"lazy\" decoding=\"async\" class=\"size-full wp-image-14408\" src=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/airport8.jpg\" alt=\"Fig.2.3.4 TOPSIS 2 of Ariport Pavement\" width=\"476\" height=\"337\" srcset=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/airport8.jpg 476w, http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2023\/02\/airport8-300x212.jpg 300w\" sizes=\"auto, (max-width: 476px) 100vw, 476px\" \/><\/a><figcaption id=\"caption-attachment-14408\" class=\"wp-caption-text\">Fig.2.4.4 TOPSIS 2 of Multi-Storey Building<\/figcaption><\/figure>\n<p>&nbsp;<\/p>\n<p>The figure 2.4.4 showed that each of the discussed design alternatives are pretty close in value to each other.<\/p>\n<hr \/>\n<p style=\"text-align: center;\">&lt;<a href=\"http:\/\/141.23.68.248\/wp\/?page_id=11964\">Integration Context of the Civil Systems<\/a>&gt;<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Introduction To do an life-cycle analysis, which was followed by an multi-criteria optimization the goal was to conduct a carbon footprint analysis, so the major factors associated with the selected model of Beam of a<a class=\"read-more\" href=\"http:\/\/141.23.68.248\/wp\/?page_id=14169\">Continue 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