In the past years, timber has become a cutting-edge product, but it has not achieved the limits of its evolution. The belief that timber can be used solely for the construction of holiday houses, garden sheds, and other functional facilities is proving to be obsolete. Nowadays,udboth public and private timber constructions can compete with the most challenging building structures. What enhanced the development of timber was the invention of cross laminated timber; a construction element that allows for highly complicated and demanding architectural and constructional building designs. This graduation thesis presents a design of a cross laminated timber panel construction in a seismic area. First, the thesis highlights the advantages of timber constructions in terms of sustainable development. It goes on to describe cross laminated wooden panels, which have more uniform and better mechanical properties than one-way laminated timber elements. For the structural design of cross laminated timber panels, the HOBS (‘Homogenised, Orthotropic plane stress Blass reduced cross Section’) method was used, as proposed by Blass and Fellmoser. The design of the load-bearing construction elements made of cross laminated timber was based on an architecture student’s blueprints of a student residence halls. The modelling of the construction was conducted by the Sofistik software, which is used for basic limit states and seismic state. The crucial load-bearing elements and connectional joints were designed for the ultimate limit state. Service limit state check was performed by controls for deflection of timber panels and the displacement of flooring during seismic activity. A simplified calculation, adhering to the standard SIST EN 1995-1-2 and based on a reduced crosssection method, was used to verify the construction's compliance with the fire safety regulations. The thesis ends with a description of preservational methods for timberudconstruction.
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机译：在过去的几年中，木材已成为尖端产品，但尚未达到其发展的极限。事实证明，木材仅可用于建造度假屋，花园棚和其他功能性设施的观点已过时。如今，公共和私人木结构建筑都可以与最具挑战性的建筑结构竞争。交叉层压木材的发明促进了木材的发展。一种允许高度复杂且要求苛刻的建筑和建筑设计的建筑元素。该毕业论文提出了在地震区域中的交叉层压木板结构的设计。首先，论文强调了木材建筑在可持续发展方面的优势。它继续描述了交叉层压木板，其比单向层压木材元件具有更均匀和更好的机械性能。对于交叉层压木板的结构设计，使用了Blass和Fellmoser提出的HOBS（“均质的正交异性平面应力Blass减小的横截面”）方法。交叉层压木材制成的承重建筑元件的设计是基于建筑专业学生的学生宿舍设计图。通过Sofistik软件对结构进行建模，该软件用于基本极限状态和地震状态。关键的承重元件和连接接头设计用于极限极限状态。使用极限状态检查是通过在地震活动期间控制木板变形和地板位移的控件来进行的。遵循标准SIST EN 1995-1-2并基于减小的横截面方法进行了简化计算，以验证该结构是否符合消防安全法规。本文最后对木材建筑施工的保存方法进行了描述。
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