Building Modules
En esta sección encontraréis artículos relacionados con los módulos G y H de edificación
- Stacked slab model vs. unified storeys model
- Why are there high reinforcement densities at the edges of slabs?
- How can I interpret and correct tolerance problems that occur when generating the bar model?
- How can I use a shaft grid in multi-story buildings?
- How can the bracing effect of the basement walls on the foundation slab be modeled?
- How to consider earth thrust loads in building walls?
- Create a three-dimensional model of a building from independent CEDRUS slab models.
- Comparison of the load drop results of the CEDRUS building model with those obtained with the automatically generated busbar model for analysis in STATIK.
- Framework model generated in CEDRUS using option H: Considerations for its analysis in STATIK
- Horizontal loads in the model of a building in CEDRUS: influence of the slab design
- I want to analyse a building with seismic loads with the help of CEDRUS’ Module H and the results of pillar reinforcement do not show up. What am I doing wrong?
- Differences between dimensioning building cores grouping or ungrouping the ‘wall pillar’ elements that constitute them.
- What is affected by grouping or ungrouping the ‘wall pillar’ elements on the slabs of a building model
- Differences between considering either the forces of individual load hypotheses and or the force envelope
- Is there a way of not having to define a seismic spectrum in CEDRUS to create the framework model in STATIK?
- Frame model of a building. Differences between the moments on the pillars of generation 6 and 7
- Where do the values of the moments in the pillars in the STATIK bar model created from CEDRUS come from