The entire comparative estimation comprises four sections: 1. Embodied environmental implications of different structural systems of wooden buildings; 2. Embodied ecological efficiency of diverse constructions composed of various materials; 3. LCA of building models comprising equivalent thermal performance; 4. LCA of building models exhibiting similar seismic behaviour. First, the LCA results for thirty realised buildings are analysed based on the inventory of each project. This evaluation is intended to quantify and compare the embodied environmental burdens caused by different structural systems of timber houses. The second section is a comparative evaluation of the embodied ecological impacts caused by different materials, when used in the same construction. This study aims to investigate the ecological efficiency of various materials in the form of whole structures. With regard to making a compatible and reasonable LCA comparison, however, the appraisal needs a more scientific framework. In order to address this insufficiency, the third and fourth LCA studies are carried out. The third section involves various buildings made of different materials but providing equivalent thermal performance. Within this estimation, the thermal performance of a building is simply represented by the thermal inertia of its outer walls. Constructions composed of alternative envelopes are established and LCA based on the inventories of these structures are carried out. The fourth section examines three structures composed of three building materials but exhibiting similar seismic behaviour. In this study, the horizontal stiffness of the entire building against earthquakes indicates its seismic performance. The simulation develops alternative multi-storey buildings according to the seismic performance. The environmental impacts of the three buildings are quantified and compared. Both the third and fourth sections take the recycling scenarios into account. The impact of disposal after the end-of-life and the contribution from reuse and recovery are integrated into the overall impact assessment. Defining the system boundary and scope is essential for LCA studies. Normally, LCA framework refers to a ‘from-cradle-to-grave’ scenario, including the manufacturing, utilisation and dismantling phases. In the studies here, however, the estimation is focused on the production and recycling stages, without the results for utilisation and maintenance. This appraisal is the so-called ‘from-cradle-to-gate’ plus ‘from-gate-to-grave’ system. Compared to former research, this dissertation raises a couple of innovative contributions to the sustainability appraisals of constructions: 1. The scopes are focused on the structural part of buildings, considering the congruent system boundary for LCA. 2. A series of LCAs compare various building materials in the form of construction, integrating diverse aspects about buildings like thermal and seismic performance. 3. These LCAs are based on consistent prerequisites and make it possible to compare the results comprehensively. 4. In addition to embodied implications, these LCA quantify the contribution from material recycling. 5. This study divides the timber buildings according to their structural systems and estimates them individually. / Die vergleichende Bewertung der Umweltleistung mehrgeschossiger Wohnbauten umfasst vier Abschnitte: 1. Ökologische Auswirkungen der Bereitstellung und Bearbeitung von Holz für verschiedene Tragsysteme; 2. Material- und herstellungsinduzierte (graue) Umwelteffizienz von verschiedenen Materialien und Bauweisen; 3. Ökobilanzierung von Gebäuden mit gleichen thermischen Eigenschaften; 4. Ökobilanzierung von Gebäuden mit ähnlichem seismischen Verhalten. Zunächst werden die Ergebnisse der Ökobilanz für dreißig realisierte Bauten auf der Grundlage der Sachbilanzen analysiert. Diese Auswertung vergleicht und quantifiziert die materialbezogene Umweltbelastung für verschiedene Tragsysteme mehrgeschossiger Wohnbauten aus Holz. Der zweite Abschnitt vergleicht die ökologischen Auswirkungen verschiedener Baustoffe, wobei jeweils der gleiche Konstruktionstyp zugrunde gelegt wird. Das Ziel dieser Studie ist die Untersuchung der Umwelteffizienz unterschiedlicher Materialien auf der Ebene der Gebäudeteile. In Hinblick auf die Kompatibilität und Plausibilität der Ökobilanz wird mit der dritten und vierten LCA ein einheitlicher Bewertungsansatz geschaffen. Der dritte Abschnitt handelt von verschiedenen Gebäudetypen mit gleichem Wärmestandard aber unterschiedlichen Baustoffen, wobei die Wärmeeffizienz vereinfachend durch den Wärmedurchgangswiderstand der Außenwände erfasst wird. Es werden Baukonstruktionen mit alternativen Gebäudehüllen entwickelt und auf der Grundlage der Sachbilanzen ökologisch bewertet. Der vierte Abschnitt untersucht drei Strukturen aus verschiedenen Baustoffen mit ähnlichem seismischen Verhalten. Diese Studie verwendet die horizontale Steifigkeit des Gebäudes gegen Erdbebenerschütterungen als Indikator für die seismische Leistungsfähigkeit. Auf der Basis dieses Indikators werden konstruktive Alternativen für mehrgeschossige Gebäuden entwickelt und deren Umweltwirkungen quantitativ ermittelt. Sowohl im dritten als auch im vierten Abschnitt werden unterschiedliche Recyclingszenarien berücksichtigt. Die Auswirkungen auf die Umwelt, die nach der Nutzungsdauer infolge der Abfallbeseitigung, des Materialrecycling oder die Wiederverwendung entstehen, werden in die gesamte Umweltwirkungsabschätzung integriert. Die Festlegung der Systemgrenzen und der Umfang der Betrachtung ist für die Ökobilanz unerlässlich. Normalerweise betrachten diese alle Lebenszyklusphasen eines Produkts, einschließlich Herstellung, Nutzung und Recyclings („from-cradle-to-grave“). Die hier betrachteten Untersuchungen beschränken sich jedoch auf die Phasen der Produktion und des Recyclings. Umweltauswirkungen infolge der Nutzung und Wartung des Gebäudes werden nicht berücksichtigt ( „from-cradle-to-gate“ und „from-gate-to-grave“). Im Vergleich mit früheren Forschungsergebnissen arbeitet diese Dissertation innovative Beiträge zur Umweltbewertung von Baukonstruktionen heraus: 1. Der Rahmen der Untersuchung erstreckt sich auf die Bauteile der Gebäudestruktur, was zu einer einheitlichen Systemgrenze für die Ökobilanzen führt. 2. Die Datenreihen der Ökobilanzen vergleichen verschiedenartige Baumaterialien auf der Ebene von Gebäudeteilen unter verschiedenen Aspekten. 3. Diesen Ökobilanzen liegen einheitliche Voraussetzungen zugrunde. Dadurch ist es möglich, die Ergebnisse umfassend zu vergleichen. 4. Neben den material- und herstellungsinduzierten Umweltauswirkungen quantifizieren diese Ökobilanzen direkt den Beitrag des Materialrecyclings. 5. Die Arbeit klassifiziert die mehrgeschossigen Holzbauten nach Tragsystemen und bewertet diese individuell.

This thesis investigates tsunami impact on shore-based, low-rise structures in coastal areas. The aims are to investigate tsunami wave inundation in built-up coastal areas with reference to structural response to wave inundation, to assess the performance of current design codes in comparison with validated state-of-the-art numerical models and to improve structural design of residential buildings in tsunami risk areas. Tsunami events over the past few decades have shown that a significant proportion of fatalities can be attributed to the collapse of building infrastructure due to various actions of the incident waves. Although major tsunami events have demonstrated the potential catastrophic effects on built infrastructure, current building codes have no detailed or consistent guidance on designing structures in tsunami-prone regions. Furthermore, considerable differences in existing empirical formulae highlight that new research is necessary to appropriately address the particularities of the tsunami-induced forces and structure response into the design standards. In this thesis, numerical modelling methods are used to simulate hydrodynamic impact on shore-based coastal structures. The hydrodynamic simulations were conducted using a novel meshless numerical method, smoothed particle hydrodynamics (SPH), which is coupled with the finite element (FE) method to model structural behaviour. The SPH method was validated with experimental data for bore impact on an obstacle using a convergence study to identify the optimum particle size to capture the hydrodynamics. The FE model was validated against experimental data for plates under transient blast loads which have similar load characteristics with impulsive tsunami-induced bore impacts. One of the contributions of the thesis is the use of a new coupling method of the SPH-based software DualSPHysics and FE-based software ABAQUS. Using SPH particle spacing of the same size as the FE mesh size, enables the SPH output pressure to be directly applied as an input to the structural response model. Using this approach the effects of arrangement and orientation of single and multiple low rise structures are explored. Test cases were performed in 2-D and 3-D involving a discrete structure and multiple structures. The 3-D SPH simulations with single and multiple structures used an idealised coastal structure in the form of a cube with different on-plan orientations (0°, 30°, 45° and 60°) relative to the oncoming bore direction. The single structure cases were intended to study the improvement of the resilience of coastal structures by reducing the acting pressures on the vertical surfaces by changing the structure’s orientation. It was found the pressure exerted on the vertical surface of structure can be reduced by up to 50% with the 60° orientation case. The multiple structure models were conducted to examine shielding and flow focusing phenomena in tsunami events. The results reveal that the distance between two adjacent front structures can greatly influence the pressure exerted on the rear structure. This thesis also demonstrates the capability of SPH numerical method in simulating standard coastal engineering problems such as storm waves impact on a recurve wall in 2-D. The idealised structures were represented as standard timber construction and the finite element modelling was used to determine the corresponding stress distributions under tsunami impact. Following the comparison of the method used in this thesis with commonly used design equations based on the quasi-static approach, large differences in stress prediction were observed. In some cases the loads according to the design equations predicted maximum stresses almost one order of magnitude lower. This large discrepancy clearly shows the potential for non-conservative design by quasi-static approaches. The new model for the simulation of tsunami impact on discrete and multiple structures shows that the resilience of a coastal structure can be improved by changing the orientation and arrangement. The characteristics of tsunami waves during propagation and bore impact pressures on structures can be assessed in great detail with the combined SPH and FE modelling strategy. The techniques outlined in this thesis will enable engineers to gain a better insight into tsunami wave-structure interaction with a view towards resilience optimisation of structures vulnerable to tsunami impact events.

The master thesis deals with structural analyzing of timber house structure. In the thesis, two variants are discussed with detailed focus on one of them. The chosen variant is made up by platform frame system. This system is getting more popular in the Czech Republic.

京都大学 / 新制・課程博士 / 博士(農学) / 甲第23938号 / 農博第2487号 / 新制||農||1089(附属図書館) / 学位論文||R4||N5373(農学部図書室) / 京都大学大学院農学研究科森林科学専攻 / (主査)教授 五十田 博, 教授 藤井 義久, 教授 梅村 研二 / 学位規則第4条第1項該当 / Doctor of Agricultural Science / Kyoto University / DGAM

The global stiffness behaviour of modular-based two storey timber structures was studied under prescribed horizontal displacements at the upper corners of the volume modules. To be able to study this behaviour, a numerical finite element model was created in Abaqus. A parametric study was performed in which the geometry and spring stiffness of joints were varied until the enough stiff module was attained for safe transfer of shear forces through the module structure. The FE-model was parameterized to have possibility to vary positions of door and window openings in the volume modules. These openings had influence on the global structural behaviour of the two storey module structure since the side wall with two openings showed less reaction forces at its top corner point A compared to the other wall point B. In addition, the module#3 was assigned with small spring stiffness in x-direction representing friction in the joint between the volume modules. This was done without uplift plates and angle brackets. The findings showed that there was significant slipdeformation between the volume modules and small reaction forces at points A and B. The spring stiffness value in x-direction was varied until large value was obtained which resulted in overall shear deformations of the walls in both volume modules. When the angle bracket and the uplift plates were introduced between the modules when small spring stiffness along the joint between the volume modules was used, the results showed that most of the shear forces were transferred through the angle brackets instead of the fastener joints between the modules. Moreover, the results showed that the reaction forces at the points A and B increased when the angle brackets were assigned in the module. Furthermore, the results also showed that uplift plates used in the model worked well for simulations with low vertical spring stiffness between the modules.

The aim of this master thesis is to design a building consisting of joiner workshop and administration part of furniture factory. Building is located in Brno, cadastral area Horní Herpšice. In terms of funcion as well as structure is building devided in two parts, joiner workshop and administration part containing hygienic facilities for workers, canteen for employees and furniture showroom. Joiner workshop is single-deck skelet structure made of glued laminated timber. Administration part has two above-grade floors. Cross laminated timber panels are used for vertical and horizontal bearing structures. Building facade is designed as ventilated, partly made of cement fiber boards, partly of timber boarding along with green panels. The building has one-layer green roof.

Design of timber structures of mountain hotel is performed. The building is slab-on-ground, three – storeyed, plan size axially 36×15 m. Total build up area is about 567 m2. It’s constructionally timber skeleton structure of modern construction that consist of supporting members and joists in several meter grid. Wall and floor frames, that provide object stability, consist of components of elementary frame structure. The roof of building is designed as plate girder in modul grid with lengthwise purlin.

The entire comparative estimation comprises four sections: 1. Embodied environmental implications of different structural systems of wooden buildings; 2. Embodied ecological efficiency of diverse constructions composed of various materials; 3. LCA of building models comprising equivalent thermal performance; 4. LCA of building models exhibiting similar seismic behaviour. First, the LCA results for thirty realised buildings are analysed based on the inventory of each project. This evaluation is intended to quantify and compare the embodied environmental burdens caused by different structural systems of timber houses. The second section is a comparative evaluation of the embodied ecological impacts caused by different materials, when used in the same construction. This study aims to investigate the ecological efficiency of various materials in the form of whole structures. With regard to making a compatible and reasonable LCA comparison, however, the appraisal needs a more scientific framework. In order to address this insufficiency, the third and fourth LCA studies are carried out. The third section involves various buildings made of different materials but providing equivalent thermal performance. Within this estimation, the thermal performance of a building is simply represented by the thermal inertia of its outer walls. Constructions composed of alternative envelopes are established and LCA based on the inventories of these structures are carried out. The fourth section examines three structures composed of three building materials but exhibiting similar seismic behaviour. In this study, the horizontal stiffness of the entire building against earthquakes indicates its seismic performance. The simulation develops alternative multi-storey buildings according to the seismic performance. The environmental impacts of the three buildings are quantified and compared. Both the third and fourth sections take the recycling scenarios into account. The impact of disposal after the end-of-life and the contribution from reuse and recovery are integrated into the overall impact assessment. Defining the system boundary and scope is essential for LCA studies. Normally, LCA framework refers to a ‘from-cradle-to-grave’ scenario, including the manufacturing, utilisation and dismantling phases. In the studies here, however, the estimation is focused on the production and recycling stages, without the results for utilisation and maintenance. This appraisal is the so-called ‘from-cradle-to-gate’ plus ‘from-gate-to-grave’ system. Compared to former research, this dissertation raises a couple of innovative contributions to the sustainability appraisals of constructions: 1. The scopes are focused on the structural part of buildings, considering the congruent system boundary for LCA. 2. A series of LCAs compare various building materials in the form of construction, integrating diverse aspects about buildings like thermal and seismic performance. 3. These LCAs are based on consistent prerequisites and make it possible to compare the results comprehensively. 4. In addition to embodied implications, these LCA quantify the contribution from material recycling. 5. This study divides the timber buildings according to their structural systems and estimates them individually. / Die vergleichende Bewertung der Umweltleistung mehrgeschossiger Wohnbauten umfasst vier Abschnitte: 1. Ökologische Auswirkungen der Bereitstellung und Bearbeitung von Holz für verschiedene Tragsysteme; 2. Material- und herstellungsinduzierte (graue) Umwelteffizienz von verschiedenen Materialien und Bauweisen; 3. Ökobilanzierung von Gebäuden mit gleichen thermischen Eigenschaften; 4. Ökobilanzierung von Gebäuden mit ähnlichem seismischen Verhalten. Zunächst werden die Ergebnisse der Ökobilanz für dreißig realisierte Bauten auf der Grundlage der Sachbilanzen analysiert. Diese Auswertung vergleicht und quantifiziert die materialbezogene Umweltbelastung für verschiedene Tragsysteme mehrgeschossiger Wohnbauten aus Holz. Der zweite Abschnitt vergleicht die ökologischen Auswirkungen verschiedener Baustoffe, wobei jeweils der gleiche Konstruktionstyp zugrunde gelegt wird. Das Ziel dieser Studie ist die Untersuchung der Umwelteffizienz unterschiedlicher Materialien auf der Ebene der Gebäudeteile. In Hinblick auf die Kompatibilität und Plausibilität der Ökobilanz wird mit der dritten und vierten LCA ein einheitlicher Bewertungsansatz geschaffen. Der dritte Abschnitt handelt von verschiedenen Gebäudetypen mit gleichem Wärmestandard aber unterschiedlichen Baustoffen, wobei die Wärmeeffizienz vereinfachend durch den Wärmedurchgangswiderstand der Außenwände erfasst wird. Es werden Baukonstruktionen mit alternativen Gebäudehüllen entwickelt und auf der Grundlage der Sachbilanzen ökologisch bewertet. Der vierte Abschnitt untersucht drei Strukturen aus verschiedenen Baustoffen mit ähnlichem seismischen Verhalten. Diese Studie verwendet die horizontale Steifigkeit des Gebäudes gegen Erdbebenerschütterungen als Indikator für die seismische Leistungsfähigkeit. Auf der Basis dieses Indikators werden konstruktive Alternativen für mehrgeschossige Gebäuden entwickelt und deren Umweltwirkungen quantitativ ermittelt. Sowohl im dritten als auch im vierten Abschnitt werden unterschiedliche Recyclingszenarien berücksichtigt. Die Auswirkungen auf die Umwelt, die nach der Nutzungsdauer infolge der Abfallbeseitigung, des Materialrecycling oder die Wiederverwendung entstehen, werden in die gesamte Umweltwirkungsabschätzung integriert. Die Festlegung der Systemgrenzen und der Umfang der Betrachtung ist für die Ökobilanz unerlässlich. Normalerweise betrachten diese alle Lebenszyklusphasen eines Produkts, einschließlich Herstellung, Nutzung und Recyclings („from-cradle-to-grave“). Die hier betrachteten Untersuchungen beschränken sich jedoch auf die Phasen der Produktion und des Recyclings. Umweltauswirkungen infolge der Nutzung und Wartung des Gebäudes werden nicht berücksichtigt ( „from-cradle-to-gate“ und „from-gate-to-grave“). Im Vergleich mit früheren Forschungsergebnissen arbeitet diese Dissertation innovative Beiträge zur Umweltbewertung von Baukonstruktionen heraus: 1. Der Rahmen der Untersuchung erstreckt sich auf die Bauteile der Gebäudestruktur, was zu einer einheitlichen Systemgrenze für die Ökobilanzen führt. 2. Die Datenreihen der Ökobilanzen vergleichen verschiedenartige Baumaterialien auf der Ebene von Gebäudeteilen unter verschiedenen Aspekten. 3. Diesen Ökobilanzen liegen einheitliche Voraussetzungen zugrunde. Dadurch ist es möglich, die Ergebnisse umfassend zu vergleichen. 4. Neben den material- und herstellungsinduzierten Umweltauswirkungen quantifizieren diese Ökobilanzen direkt den Beitrag des Materialrecyclings. 5. Die Arbeit klassifiziert die mehrgeschossigen Holzbauten nach Tragsystemen und bewertet diese individuell.

This thesis examines the possibility of saving material by using analytical design of fire protection of glued laminated timber structures instead of the standard simplified design approach. The thesis is based on an existing store building (building class Br2 and occupancy class 2B) where Tyréns AB has determined a fire exposure specific for the store building, which is used to simulate 30 minutes of fire. The result from the simulation is then used in this thesis to evaluate the effects of said fire on a glued laminated timber structure. The analysis results in the assumption of a laterignition, since the temperature development varies from the standard fire curve used in thesimplified design approach. The thesis consists of several steps. First a glued laminated timber structure consisting of a column and beam system is designed for load bearing capacity in the ultimate and service limit state according to Eurocode. The structure is then verified for accidental actions with fire as the main action according to Eurocode using simplified design. Subsequently the same verification is carried out using the analytical design approach with the specific fire exposure. The columns are not verified since they are assumed to be exposed to direct flame impact and immediate ignition. The columns are also required to be covered with ignition retardant protection according to BBR. The result shows that no saving in material can be obtained for lower fire classes. The main reason for this is the fact that the structure design for load bearing capacity in the ultimate and service limit state is large enough to resist fire for up to 90 minutes without structural failure. For higher fire classes than R90, a potential saving in material can be achieved by using the analytical design approach. This is however deemed irrelevant, since fire classes above R30 are uncommon for these types of buildings. / I detta examensarbete undersöks möjligheten att minska materialåtgången för limträkonstruktioner genom att utföra en analytisk i stället för en förenklad brandteknisk dimensionering. Arbetet baseras på en existerande butikslokal (byggnadsklass Br2 och verksamhetsklass 2B) där Tyréns AB har tagit fram ett troligt brandförlopp i byggnaden som sedan simuleras i 30 minuter. Resultatet används i detta arbete för att utvärdera hur en limträstomme skulle påverkas vid brand i byggnaden. Analysen medför att en senare antändning för limträet kan antas, då temperaturutvecklingen ser annorlunda ut jämfört med standardbrandkurvan som används vid förenklad brandteknisk dimensionering. Arbetet består av flera steg. Först dimensioneras en limträstomme bestående av ett pelar-balksystem för butikslokalen för bärighet i brott- och bruksgränstillståndet enligt Eurokod. Sedan kontrolleras konstruktionen för ett brandlastfall med ett standardiserat brandförlopp, varpå samma kontroll utförs för balkarna enligt analytisk dimensionering med det specifika brandförloppet. Pelarna kontrolleras inte enligt det specifika brandförloppet eftersom dessa antas utsättas för direkt flampåverkan med momentan antändning. Dessutom innefattas de av ytskiktskrav enligt BBR, som kräver att de skyddas med tändskyddande beklädnad. Resultatet visar att materialåtgången inte kan minskas för lägre brandklasser. Detta beror på att dimensionerna som krävs i brott- och bruksgränstillståndet är tillräckligt stora för att konstruktionen ska klara över 90 minuters brandpåverkan utan brott. För högre brandklasser än R90 finns potential för minskning av materialåtgången genom analytisk dimensionering med ett specifikt brandförlopp. Detta anses dock inte relevant då högre brandklasser än R30 sällan förekommer i denna typ av byggnad.

The subject of this diploma thesis is new building of leisure center, with two storeys and partial basement, near town Proseč (cadastral area Paseky u Proseče). There is catering and sanitary facilities downstairs and accomodation facility upstairs. In basement, there is storeroom for camping equipment. Next to the building is a plot of land used as a campground. The construction is largely designed as a diffusely open timber - cross-laminated timber walls, ceilings and roof, with thermal insulation. Underground part is made of concrete-filled blocks, with ceilings from pre-tensioned panels. The building is covered with a sadle roof with a sheet metal roofing. AutoCAD software was used to draw the drawing documentation.