{"id":41932,"date":"2026-05-13T05:18:37","date_gmt":"2026-05-13T05:18:37","guid":{"rendered":"https:\/\/www.tugraz-verlag.at\/gesamtverzeichnis\/unkategorisiert\/empty-product-container-3\/"},"modified":"2026-05-13T09:19:37","modified_gmt":"2026-05-13T07:19:37","slug":"ganzheitliche-3d-gebaeudemodelle-in-der-statischen-tragwerksanalyse","status":"publish","type":"product","link":"https:\/\/www.tugraz-verlag.at\/en\/gesamtverzeichnis\/bauingenieurwissenschaften\/ganzheitliche-3d-gebaeudemodelle-in-der-statischen-tragwerksanalyse\/","title":{"rendered":"Ganzheitliche 3D-Geb\u00e4udemodelle in der statischen Tragwerksanalyse"},"content":{"rendered":"<p>In comparison to conventional calculations with extracted submodels, the static analysis with holistic 3D building models increases the efficiency and the prediction accuracy. In detail, a holistic 3D building model considers the interaction between vertical and horizontal structural elements, providing deformation compatibility in the entire structure. Furthermore, the 3D modelling reduces the error-prone interfaces between the extracted submodels and it can also be integrated into Building Information Modelling (BIM) with a high degree of automation. However, the calculated load distributions of 3D building models are sensitive to the selected modelling method.<br \/>The following thesis presents systematic investigations regarding the influences of different modelling methods on the vertical load distribution in a 15-storey reinforced concrete high-rise building. The investigated modelling methods include the construction process, the connection stiffness between structural elements, the soil-structure-interaction, the stiffness reduction due to cracking and the time-dependent deformation behaviour of concrete considering the internal restraint by the provided reinforcement. The findings provide recommendations for the practical application of holistic 3D building models.<\/p>","protected":false},"excerpt":{"rendered":"<p>In comparison to conventional calculations with extracted submodels, the static analysis with holistic 3D building models increases the efficiency and the prediction accuracy. In detail, a holistic 3D building model considers the interaction between vertical and horizontal structural elements, providing deformation compatibility in the entire structure. Furthermore, the 3D modelling reduces the error-prone interfaces between the extracted submodels and it can also be integrated into Building Information Modelling (BIM) with a high degree of automation. However, the calculated load distributions of 3D building models are sensitive to the selected modelling method.<br \/>The following thesis presents systematic investigations regarding the influences of different modelling methods on the vertical load distribution in a 15-storey reinforced concrete high-rise building. The investigated modelling methods include the construction process, the connection stiffness between structural elements, the soil-structure-interaction, the stiffness reduction due to cracking and the time-dependent deformation behaviour of concrete considering the internal restraint by the provided reinforcement. The findings provide recommendations for the practical application of holistic 3D building models.<\/p>\n","protected":false},"featured_media":42078,"comment_status":"closed","ping_status":"closed","template":"","meta":{"_acf_changed":false},"product_brand":[],"product_cat":[1627],"product_tag":[3336],"class_list":{"0":"post-41932","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-bauingenieurwissenschaften","7":"product_tag-integrale-bruecken-umruestung-bestehender-tragwerke-integralisierung-boden-bauwerks-interaktion-zwangkraftabbau","8":"autor-thomas-markus-laggner","9":"reihe-monographic-series-tu-graz","10":"reihe-monographic-series-tu-grazschriftenreihe-des-instituts-betonbau","12":"first","13":"instock","14":"taxable","15":"shipping-taxable","16":"purchasable","17":"product-type-simple"},"acf":[],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v27.2 - https:\/\/yoast.com\/product\/yoast-seo-wordpress\/ -->\n<title>Ganzheitliche 3D-Geb\u00e4udemodelle in der statischen Tragwerksanalyse - Verlag der TU Graz<\/title>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/www.tugraz-verlag.at\/en\/gesamtverzeichnis\/bauingenieurwissenschaften\/ganzheitliche-3d-gebaeudemodelle-in-der-statischen-tragwerksanalyse\/\" \/>\n<meta property=\"og:locale\" content=\"en_US\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Ganzheitliche 3D-Geb\u00e4udemodelle in der statischen Tragwerksanalyse - Verlag der TU Graz\" \/>\n<meta property=\"og:description\" content=\"In comparison to conventional calculations with extracted submodels, the static analysis with holistic 3D building models increases the efficiency and the prediction accuracy. 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The investigated modelling methods include the construction process, the connection stiffness between structural elements, the soil-structure-interaction, the stiffness reduction due to cracking and the time-dependent deformation behaviour of concrete considering the internal restraint by the provided reinforcement. The findings provide recommendations for the practical application of holistic 3D building models.\" \/>\n<meta property=\"og:url\" content=\"https:\/\/www.tugraz-verlag.at\/en\/gesamtverzeichnis\/bauingenieurwissenschaften\/ganzheitliche-3d-gebaeudemodelle-in-der-statischen-tragwerksanalyse\/\" \/>\n<meta property=\"og:site_name\" content=\"Verlag der TU Graz\" \/>\n<meta property=\"article:modified_time\" content=\"2026-05-13T07:19:37+00:00\" \/>\n<meta property=\"og:image\" content=\"https:\/\/www.tugraz-verlag.at\/wp-content\/uploads\/asolmerce\/image-978-3-85125-904-9.png\" \/>\n\t<meta property=\"og:image:width\" content=\"560\" \/>\n\t<meta property=\"og:image:height\" content=\"850\" \/>\n\t<meta property=\"og:image:type\" content=\"image\/png\" \/>\n<meta name=\"twitter:card\" content=\"summary_large_image\" \/>\n<meta name=\"twitter:label1\" content=\"Est. reading time\" \/>\n\t<meta name=\"twitter:data1\" content=\"2 minutes\" \/>\n<script type=\"application\/ld+json\" class=\"yoast-schema-graph\">{\"@context\":\"https:\/\/schema.org\",\"@graph\":[{\"@type\":\"WebPage\",\"@id\":\"https:\/\/www.tugraz-verlag.at\/en\/gesamtverzeichnis\/bauingenieurwissenschaften\/ganzheitliche-3d-gebaeudemodelle-in-der-statischen-tragwerksanalyse\/\",\"url\":\"https:\/\/www.tugraz-verlag.at\/en\/gesamtverzeichnis\/bauingenieurwissenschaften\/ganzheitliche-3d-gebaeudemodelle-in-der-statischen-tragwerksanalyse\/\",\"name\":\"Ganzheitliche 3D-Geb\u00e4udemodelle in der statischen Tragwerksanalyse - 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