 # Esempi di verifica

Material Model
Calculation Method
Model Entity
Special Feature

## Wind Loads on Flat Roof Building

Nuovo

29. marzo 2020

VE 001010

This verification example compares wind load calculations on a flat roof building by means of the ASCE 7-16 standard and by means of CFD simulation in RWIND Simulation. The building is defined according to the sketch and the inflow velocity profile taken from the ASCE 7-16 standard.

## Wind Loads on Duopitch Roof Building

Nuovo

29. marzo 2020

VE 001009

This verification example compares wind load calculations on a duopitch roof building by means of the ASCE 7-16 standard and by means of CFD simulation in RWIND Simulation. The building is defined according to the sketch and the inflow velocity profile taken from the ASCE 7-16 standard.

## Drag Force on a Sphere

23. dicembre 2019

VE 000300

A sphere is subjected to uniform flow of viscous fluid. The velocity of the fluid is considered at infinity. The goal is to determine the drag force. The parameters of the problem are set so that the Reynolds number is small and the radius of the sphere is also small, thus the theoretical solution can be reached - Stokes flow (G. G. Stokes 1851).

## Wind Loads on an Isolated Building

23. dicembre 2019

VE 000301

The verification example describes the steady-state flow around an isolated building (scaled model). The example is given by the Architectural Institute of Japan (AIJ). Chosen results (velocity magnitude) are compared with the measured values.

## Wind Loads on the Building with Duopitch Roof

23. dicembre 2019

VE 000302

The verification example compares wind load calculation on the building with duopitch roof by means of the standard EN 1991-1-4 and by means of CFD simulation in RWIND Simulation. The building is defined according to the sketch and the inflow velocity profile is taken according the standard EN 1991-1-4.

## Wind Loads on the Building with Flat Roof

23. dicembre 2019

VE 000303

The verification example compares wind load calculation on the building with flat roof by means of the standard EN 1991-1-4 and by means of CFD simulation in RWIND Simulation. The building is defined according to the sketch and the inflow velocity profile is taken according the standard EN 1991-1-4.

## Spring with Clearance

3. maggio 2019

VE 000119

A single-mass system with clearance and two springs is initially deflected. Determine the natural oscillations of the system - deflection, velocity and acceleration time course.

## Eccentric Transverse Force

3. maggio 2019

VE 000210

A console made of round bar is loaded by means of eccentric transverse force. Determine the maximal deflection and maximal twist of the console using geometrically linear analysis.

3. maggio 2019

VE 000211

A console made of round bar is loaded by means of eccentric uniform load. Determine the maximal deflection and maximal twist of the console using geometrically linear analysis.

## Eccentric Axial Force

3. maggio 2019

VE 000209

A console made of round bar is loaded by means of eccentric axial force. Determine the maximal vertical deflection of the console using geometrically linear and second-order analysis.

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