public void Analyze_Breyer6thEd_16_11_Succeeds()
{
var sB = new StringBuilder();
var level = new BuildingLevel("Level 2", 100);
var lateralWalls = new List <AnalyticalWallLateral>();
lateralWalls.Add(new AnalyticalWallLateral("Wall A", new Point2D(0, 0), new Point2D(0, 240), level));
lateralWalls.Add(new AnalyticalWallLateral("Wall B", new Point2D(360, 0), new Point2D(360, 240), level));
lateralWalls.Add(new AnalyticalWallLateral("Wall C-1", new Point2D(0, 0), new Point2D(60, 0), level));
lateralWalls.Add(new AnalyticalWallLateral("Wall C-2", new Point2D(300, 0), new Point2D(360, 0), level));
lateralWalls.Add(new AnalyticalWallLateral("Wall D", new Point2D(0, 240), new Point2D(360, 240), level));
var deck = new OneWayDeck
{
Level = level,
Boundary = new Polygon2D(new List <Point2D>
{
new Point2D(0, 0),
new Point2D(0, 240),
new Point2D(360, 240),
new Point2D(360, 0)
}),
WeightPerArea = new Stress(40, StressUnit.psf)
};
var lateralLevel = new BuildingLevelLateral2(deck);
var forces = new List <LateralLevelForce>
{
new LateralLevelForce {
DirectX = new Force(-6000, ForceUnit.Pound), LoadPattern = LoadPattern.Seismic_West, CenterOfForce = new Point2D(180, 120)
},
new LateralLevelForce {
AccidentalT = new Moment(6, MomentUnit.KipFoot), LoadPattern = LoadPattern.SeismicTorsion_XLoading, CenterOfForce = new Point2D(180, 120)
}
};
var loadCases = new List <LoadCase>
{
CommonResources.ASCE7LoadCases["-X - TX"],
};
var analysis = new RigidAnalysis(lateralLevel, lateralWalls, forces, loadCases, 1);
analysis.Analyze();
var table = RigidAnalysisTabularReport.GenerateShearWallForceStiffnessTable(analysis);
sB.Append(table.PrintToMarkdown());
}
public void SingleStory_E2E_Succeeds()
{
var level = new BuildingLevel("Level 02", 100);
var serializedModel = new SerializedModel
{
BearingWalls = new List <BearingWall>
{
new BearingWall
{
TopLevel = level,
EndI = new Point3D(0, 0, 100),
EndJ = new Point3D(0, 240, 100),
UniqueId = "Wall A",
HasOpening = false,
IsShearWall = true
},
new BearingWall
{
TopLevel = level,
EndI = new Point3D(360, 0, 100),
EndJ = new Point3D(360, 240, 100),
UniqueId = "Wall B",
HasOpening = false,
IsShearWall = true
},
new BearingWall
{
TopLevel = level,
EndI = new Point3D(0, 0, 100),
EndJ = new Point3D(60, 0, 100),
UniqueId = "Wall C-1",
HasOpening = false,
IsShearWall = true
},
new BearingWall
{
TopLevel = level,
EndI = new Point3D(300, 0, 100),
EndJ = new Point3D(360, 0, 100),
UniqueId = "Wall C-2",
HasOpening = false,
IsShearWall = true
},
new BearingWall
{
TopLevel = level,
EndI = new Point3D(0, 240, 100),
EndJ = new Point3D(360, 240, 100),
UniqueId = "Wall D",
HasOpening = false,
IsShearWall = true
}
},
OneWayDecks = new List <OneWayDeck>
{
new OneWayDeck()
{
Level = level,
Boundary = new Polygon2D(new List <Point2D>
{
new Point2D(0, 0),
new Point2D(0, 240),
new Point2D(360, 240),
new Point2D(360, 0)
}),
WeightPerArea = new Stress(40, StressUnit.psf)
}
},
ModelSettings = new ModelSettings
{
BuildingHeight = level.Elevation
},
SeismicParameters = new SeismicParameters
{
BuildingParameters = new BuildingParameters()
{
ImportanceFactor = 1.0,
SeismicBaseLevel = new BuildingLevel("Level 01", 0)
},
Seismicity = Seismicity.High,
SystemParameters = new SystemParameters
{
Cd = 4,
R = 6.5,
Omega = 3,
Ct = 0.02,
X = 0.75
}
},
RandomizedBuilding = Randomize.Random()
};
var manager = new AnalysisManager(serializedModel);
var wallCosts = manager.Run();
var table = RigidAnalysisTabularReport.GenerateShearWallForceStiffnessTable(manager.RigidAnalyses[level]);
var output = table.PrintToMarkdown();
string executingPath = Path.GetDirectoryName(Assembly.GetExecutingAssembly().Location);
string fpath = Path.Combine(executingPath, @"DataOutput\testData.csv");
wallCosts.WriteToCSV(fpath);
}
