Dieser Artikel beschreibt die Verwendung von User Stories für die Beschreibung von Anforderungen aus Sicht des e-Learning im Kontext der Einführung eines integrierten Campusmanagementsystems. Die User Stories bilden die Grundlage für die Kommunikation zwischen den Akteuren des e-Learning und den technischen Entwicklern des Campusmanagementsystems.

moment-resisting frames have extensive usage in earthquake-prone areas and high ability in energy dissipation.after the earthquake in northridge 1994,kobe 1995 fixed connections of steel structures have shown poor performance and generally they were caught brittle fracture of beam flange weld to the column.in order to remedy to avoid similar situations in future earthquakes,researchers introduc...

The author describes a series of matrix choice games illustrating monopoly, shared monopoly, Cournot, Bertrand, and Stackelberg behavior given either perfect complements or perfect substitutes. The games are created by using a spreadsheet to fill out a profit table given the choices of two players. One player selects the column, the other the row, and the table gives the profit of the row choos...

Moment-resisting frames have extensive usage in earthquake-prone areas and high ability in energy dissipation.After the earthquake in Northridge 1994,Kobe 1995 fixed connections of steel structures have shown poor performance and generally they were caught brittle fracture of beam flange weld to the column.In order to remedy to avoid similar situations in future earthquakes,researchers introduc...

As widely known, connections performance under seismic loads can significantly affect the structural response of RC precast buildings. Within scientific community, an increasing number studies has been carried out on this topic, in light recent earthquake aftermaths all over Europe. Indeed, turned to be weakest part structures and their failure often provoked global collapse whole building. The...

Structural members can be damaged from earthquakes or deterioration. The finite element (FE) model of a structure should updated to reflect the damage conditions. If stiffness reduction is ignored, analysis results will unreliable. Conventional FE updating techniques measure response with accelerometers update model. However, only where sensor installed. This paper introduces new computer-visio...

This study aims to develop a knee-brace friction damper for mid-rise timber frame buildings. First, time history seismic response analysis was conducted investigate the performance of improve four-story building. Then, static cyclic loading test on beam-column joint with/without prototype carried out verify effectiveness damper. It is found that mitigates slip behavior and increases equivalent ...