The purpose of this study is to analyze the functional requirement of web-based portfolio supporting system and to investigate the relationship between learning portfolio and personal knowledge management. First, this study surveys the literature to explore the architecture of web-based portfolio supporting system. Then, a prototyping system that adopts the system architecture is implemented and finally this study evaluates the system by using the questionnaire and observing learners¡¦ operating conditions. A total of 69 subjects are from Kaohsiung Hospitality College. The main findings show that web-based portfolio supporting system meets learners¡¦ need mostly and has a positive effect on learners¡¦ learning process. Most learners are not familiar with portfolio assessment, and therefore teachers must make learners to understand what is portfolio assessment. A few learners organize and manage their personal learning portfolio according to their learning need. Furthermore, most learners are not used to sharing their files and knowledge. However, teachers can encourage learners to interact by promoting their sharing will. Finally, based on the research findings, this study proposes following suggestions for the follow-up research. 1. Portfolio assessment must be put into practice as soon as possible. 2. Improving teachers¡¦ participation to promote learners¡¦ will of interaction and sharing. 3. Adding teaching assistants to reduce learners¡¦ loading to establish learning portfolio.

In a European-wide effort to improve the professional development of teachers, the 2AgePro project was conducted from November 2008 to October 2010. One of its goals was to develop and test different forms of intergenerational teacher collaboration among junior and senior teachers in primary and secondary schools. Another aim was to utilise the results from these pilots, which were conducted in the Czech Republic, Finland, Germany, the Netherlands, and Sweden, to create a model for intergenerational collaboration that could be used in any national or cultural setting. This article reports on the national pilots and proposes a European model for intergenerational collaboration for teachers. / 2AgePro

This thesis aims to design a bearing composite steel structure for five-storey administration building with ground plan dimensions 35,00 x 50,00 m. Designed building has L-shaped plan, flat roof and attic all the way around. The largest part of the plan area occupies office zone with dimensions of 48,60 x 18,90 m. Contiguous zone communication and sanitation has dimensions of 13,50 x 15,90 m. Floor height is designed 3,60 m, the total height of the building is 18,70 m. Composite steel floor structure consists of transverse primary beams and hinge-connected secondary beams. Integrated formwork (trapezoidal sheet) has ribs oriented perpendicular to the secondary beams. Coupling is bidirectional. Construction will be done in two variants. Variant No.1 assumes primary and secondary beams (at the columns) hinge-connected with columns. In variant No.2 will be frame connection between primary beams and columns and together they will create 2D transverse frames with hinge-connected secondary beams. The supporting structure of the roof is designed similarly to ceiling, but reinforced concrete slab will be replaced with bracing in the roof plane and self-bearing rib sandwich panels. Vertical sheathing of the building provide sandwich panels and strip windows. The type of steel is S355. The building is designed for the site Hradec Králové. Standards and documents used in design of the bearing structure are included in the list of sources. The result of this work is a static analysis with an assessment of all elements of the selected (best) variant of the structure, drawing documentation and technical report.

This diploma thesis deals with construction and technological preperation of administrative, commercial and residential complex in Prague – Quadrio. The object consists of 6 seperate buildings connected to each other. There is combined underground under buildings, consists of four basements. The first and second underground, ground floor and the first floor are used for shopping mall. On the other floors, there are offices. The D-object is residential. In combined underground is a subway exit and its technology. There are also parking places for cars, supplying and technical facilities of the building. The construction and technological preperation consists of technical report, technological instruction, resolution of the building organization, time binding, occupational healthy and safety etc.

The subject of the diploma thesis is to prepare project documentation for the construction of a multifunctional building with almost zero energy consumption. The multifunctional building is located in the South Moravian Region on the outskirts of Rosice. It is a five-storey detached multifunctional building in a slightly sloping terrain, with one underground floor and four above-ground floors. The underground floor serves for the most part as a collective garage and also for the technical background of the building. There is a gym and showroom on the first floor. On the second and third floors there are office spaces with the necessary facilities. The remaining fourth floors are used for living, there are designed four residential units, with storage space for each apartment. The building is designed as a combined construction system, while the perimeter vertical load-bearing structures are lined with ceramic hollow blocks. The perimeter load-bearing walls in the basement are made of lost formwork. The vertical load-bearing structures inside the building consist mainly of reinforced concrete monolithic columns. The ceiling structures and longitudinal girders are also monolithic reinforced concrete. The perimeter masonry is insulated with the ETICS contact thermal insulation system. The building is based on reinforced concrete monolithic foundation strips. The roof consists of a flat single-skin vegetation roof.

The theme of this Master´s thesis is to design and assess the load Bering steel structure of the hippodrome in Napajedla. The hippodrome is solved as a hall object in two alternatives. Both alternatives are elliptical in shape with dimensions of 40 and 80 m. Load bearing structure of the chosen alternative is formed by transversely oriented column binding with the axial spacing of 6,0 m. Transversely oriented binding is formed from spatial lattice truss supported by fixed solid columns. The spatial rigidity of the structure is ensured by fixing columns in the transverse direction and by using transverse braces in the longitudinal direction. The longitudinal braces help to ensure the spatial rigidity. The work consists of the design and assessment of the main load bearing components, the solution of chosen details of joints and columns´ anchoring, solution of construction component and the elaboration of statement of material and drawings´ documentation.

Subject matterś thesis is elaborate a project documentation for structural permission for a multi-functional building. Object is situated on the outskirts of town Třebíč. The property is slightly sloped to the south side. The basisc are made from contrete strips. The grand plan of the house consists from rectangles. The house is made by a brick technology of a ceramic blocks. The building is roofed with mono-pitched roofs.