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org.bimserver.models.ifc2x3tc1.impl.IfcMechanicalConcreteMaterialPropertiesImpl Maven / Gradle / Ivy

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Base project for BIMserver plugin development. Some plugins mights also need the Shared library

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/**
 * Copyright (C) 2009-2014 BIMserver.org
 * 
 * This program is free software: you can redistribute it and/or modify
 * it under the terms of the GNU Affero General Public License as
 * published by the Free Software Foundation, either version 3 of the
 * License, or (at your option) any later version.
 * 
 * This program is distributed in the hope that it will be useful,
 * but WITHOUT ANY WARRANTY; without even the implied warranty of
 * MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE.  See the
 * GNU Affero General Public License for more details.
 * 
 * You should have received a copy of the GNU Affero General Public License
 * along with this program.  If not, see .
 */
package org.bimserver.models.ifc2x3tc1.impl;

import org.bimserver.models.ifc2x3tc1.Ifc2x3tc1Package;
import org.bimserver.models.ifc2x3tc1.IfcMechanicalConcreteMaterialProperties;
import org.eclipse.emf.ecore.EClass;

/**
 * 
 * An implementation of the model object 'Ifc Mechanical Concrete Material Properties'.
 * 
 * 

* The following features are implemented: *

*
    *
  • {@link org.bimserver.models.ifc2x3tc1.impl.IfcMechanicalConcreteMaterialPropertiesImpl#getCompressiveStrength Compressive Strength}
  • *
  • {@link org.bimserver.models.ifc2x3tc1.impl.IfcMechanicalConcreteMaterialPropertiesImpl#getCompressiveStrengthAsString Compressive Strength As String}
  • *
  • {@link org.bimserver.models.ifc2x3tc1.impl.IfcMechanicalConcreteMaterialPropertiesImpl#getMaxAggregateSize Max Aggregate Size}
  • *
  • {@link org.bimserver.models.ifc2x3tc1.impl.IfcMechanicalConcreteMaterialPropertiesImpl#getMaxAggregateSizeAsString Max Aggregate Size As String}
  • *
  • {@link org.bimserver.models.ifc2x3tc1.impl.IfcMechanicalConcreteMaterialPropertiesImpl#getAdmixturesDescription Admixtures Description}
  • *
  • {@link org.bimserver.models.ifc2x3tc1.impl.IfcMechanicalConcreteMaterialPropertiesImpl#getWorkability Workability}
  • *
  • {@link org.bimserver.models.ifc2x3tc1.impl.IfcMechanicalConcreteMaterialPropertiesImpl#getProtectivePoreRatio Protective Pore Ratio}
  • *
  • {@link org.bimserver.models.ifc2x3tc1.impl.IfcMechanicalConcreteMaterialPropertiesImpl#getProtectivePoreRatioAsString Protective Pore Ratio As String}
  • *
  • {@link org.bimserver.models.ifc2x3tc1.impl.IfcMechanicalConcreteMaterialPropertiesImpl#getWaterImpermeability Water Impermeability}
  • *
* * @generated */ public class IfcMechanicalConcreteMaterialPropertiesImpl extends IfcMechanicalMaterialPropertiesImpl implements IfcMechanicalConcreteMaterialProperties { /** * * * @generated */ protected IfcMechanicalConcreteMaterialPropertiesImpl() { super(); } /** * * * @generated */ @Override protected EClass eStaticClass() { return Ifc2x3tc1Package.Literals.IFC_MECHANICAL_CONCRETE_MATERIAL_PROPERTIES; } /** * * * @generated */ public double getCompressiveStrength() { return (Double) eGet( Ifc2x3tc1Package.Literals.IFC_MECHANICAL_CONCRETE_MATERIAL_PROPERTIES__COMPRESSIVE_STRENGTH, true); } /** * * * @generated */ public void setCompressiveStrength(double newCompressiveStrength) { eSet(Ifc2x3tc1Package.Literals.IFC_MECHANICAL_CONCRETE_MATERIAL_PROPERTIES__COMPRESSIVE_STRENGTH, newCompressiveStrength); } /** * * * @generated */ public void unsetCompressiveStrength() { eUnset(Ifc2x3tc1Package.Literals.IFC_MECHANICAL_CONCRETE_MATERIAL_PROPERTIES__COMPRESSIVE_STRENGTH); } /** * * * @generated */ public boolean isSetCompressiveStrength() { return eIsSet(Ifc2x3tc1Package.Literals.IFC_MECHANICAL_CONCRETE_MATERIAL_PROPERTIES__COMPRESSIVE_STRENGTH); } /** * * * @generated */ public String getCompressiveStrengthAsString() { return (String) eGet( Ifc2x3tc1Package.Literals.IFC_MECHANICAL_CONCRETE_MATERIAL_PROPERTIES__COMPRESSIVE_STRENGTH_AS_STRING, true); } /** * * * @generated */ public void setCompressiveStrengthAsString(String newCompressiveStrengthAsString) { eSet(Ifc2x3tc1Package.Literals.IFC_MECHANICAL_CONCRETE_MATERIAL_PROPERTIES__COMPRESSIVE_STRENGTH_AS_STRING, newCompressiveStrengthAsString); } /** * * * @generated */ public void unsetCompressiveStrengthAsString() { eUnset(Ifc2x3tc1Package.Literals.IFC_MECHANICAL_CONCRETE_MATERIAL_PROPERTIES__COMPRESSIVE_STRENGTH_AS_STRING); } /** * * * @generated */ public boolean isSetCompressiveStrengthAsString() { return eIsSet( Ifc2x3tc1Package.Literals.IFC_MECHANICAL_CONCRETE_MATERIAL_PROPERTIES__COMPRESSIVE_STRENGTH_AS_STRING); } /** * * * @generated */ public double getMaxAggregateSize() { return (Double) eGet(Ifc2x3tc1Package.Literals.IFC_MECHANICAL_CONCRETE_MATERIAL_PROPERTIES__MAX_AGGREGATE_SIZE, true); } /** * * * @generated */ public void setMaxAggregateSize(double newMaxAggregateSize) { eSet(Ifc2x3tc1Package.Literals.IFC_MECHANICAL_CONCRETE_MATERIAL_PROPERTIES__MAX_AGGREGATE_SIZE, newMaxAggregateSize); } /** * * * @generated */ public void unsetMaxAggregateSize() { eUnset(Ifc2x3tc1Package.Literals.IFC_MECHANICAL_CONCRETE_MATERIAL_PROPERTIES__MAX_AGGREGATE_SIZE); } /** * * * @generated */ public boolean isSetMaxAggregateSize() { return eIsSet(Ifc2x3tc1Package.Literals.IFC_MECHANICAL_CONCRETE_MATERIAL_PROPERTIES__MAX_AGGREGATE_SIZE); } /** * * * @generated */ public String getMaxAggregateSizeAsString() { return (String) eGet( Ifc2x3tc1Package.Literals.IFC_MECHANICAL_CONCRETE_MATERIAL_PROPERTIES__MAX_AGGREGATE_SIZE_AS_STRING, true); } /** * * * @generated */ public void setMaxAggregateSizeAsString(String newMaxAggregateSizeAsString) { eSet(Ifc2x3tc1Package.Literals.IFC_MECHANICAL_CONCRETE_MATERIAL_PROPERTIES__MAX_AGGREGATE_SIZE_AS_STRING, newMaxAggregateSizeAsString); } /** * * * @generated */ public void unsetMaxAggregateSizeAsString() { eUnset(Ifc2x3tc1Package.Literals.IFC_MECHANICAL_CONCRETE_MATERIAL_PROPERTIES__MAX_AGGREGATE_SIZE_AS_STRING); } /** * * * @generated */ public boolean isSetMaxAggregateSizeAsString() { return eIsSet( Ifc2x3tc1Package.Literals.IFC_MECHANICAL_CONCRETE_MATERIAL_PROPERTIES__MAX_AGGREGATE_SIZE_AS_STRING); } /** * * * @generated */ public String getAdmixturesDescription() { return (String) eGet( Ifc2x3tc1Package.Literals.IFC_MECHANICAL_CONCRETE_MATERIAL_PROPERTIES__ADMIXTURES_DESCRIPTION, true); } /** * * * @generated */ public void setAdmixturesDescription(String newAdmixturesDescription) { eSet(Ifc2x3tc1Package.Literals.IFC_MECHANICAL_CONCRETE_MATERIAL_PROPERTIES__ADMIXTURES_DESCRIPTION, newAdmixturesDescription); } /** * * * @generated */ public void unsetAdmixturesDescription() { eUnset(Ifc2x3tc1Package.Literals.IFC_MECHANICAL_CONCRETE_MATERIAL_PROPERTIES__ADMIXTURES_DESCRIPTION); } /** * * * @generated */ public boolean isSetAdmixturesDescription() { return eIsSet(Ifc2x3tc1Package.Literals.IFC_MECHANICAL_CONCRETE_MATERIAL_PROPERTIES__ADMIXTURES_DESCRIPTION); } /** * * * @generated */ public String getWorkability() { return (String) eGet(Ifc2x3tc1Package.Literals.IFC_MECHANICAL_CONCRETE_MATERIAL_PROPERTIES__WORKABILITY, true); } /** * * * @generated */ public void setWorkability(String newWorkability) { eSet(Ifc2x3tc1Package.Literals.IFC_MECHANICAL_CONCRETE_MATERIAL_PROPERTIES__WORKABILITY, newWorkability); } /** * * * @generated */ public void unsetWorkability() { eUnset(Ifc2x3tc1Package.Literals.IFC_MECHANICAL_CONCRETE_MATERIAL_PROPERTIES__WORKABILITY); } /** * * * @generated */ public boolean isSetWorkability() { return eIsSet(Ifc2x3tc1Package.Literals.IFC_MECHANICAL_CONCRETE_MATERIAL_PROPERTIES__WORKABILITY); } /** * * * @generated */ public double getProtectivePoreRatio() { return (Double) eGet( Ifc2x3tc1Package.Literals.IFC_MECHANICAL_CONCRETE_MATERIAL_PROPERTIES__PROTECTIVE_PORE_RATIO, true); } /** * * * @generated */ public void setProtectivePoreRatio(double newProtectivePoreRatio) { eSet(Ifc2x3tc1Package.Literals.IFC_MECHANICAL_CONCRETE_MATERIAL_PROPERTIES__PROTECTIVE_PORE_RATIO, newProtectivePoreRatio); } /** * * * @generated */ public void unsetProtectivePoreRatio() { eUnset(Ifc2x3tc1Package.Literals.IFC_MECHANICAL_CONCRETE_MATERIAL_PROPERTIES__PROTECTIVE_PORE_RATIO); } /** * * * @generated */ public boolean isSetProtectivePoreRatio() { return eIsSet(Ifc2x3tc1Package.Literals.IFC_MECHANICAL_CONCRETE_MATERIAL_PROPERTIES__PROTECTIVE_PORE_RATIO); } /** * * * @generated */ public String getProtectivePoreRatioAsString() { return (String) eGet( Ifc2x3tc1Package.Literals.IFC_MECHANICAL_CONCRETE_MATERIAL_PROPERTIES__PROTECTIVE_PORE_RATIO_AS_STRING, true); } /** * * * @generated */ public void setProtectivePoreRatioAsString(String newProtectivePoreRatioAsString) { eSet(Ifc2x3tc1Package.Literals.IFC_MECHANICAL_CONCRETE_MATERIAL_PROPERTIES__PROTECTIVE_PORE_RATIO_AS_STRING, newProtectivePoreRatioAsString); } /** * * * @generated */ public void unsetProtectivePoreRatioAsString() { eUnset(Ifc2x3tc1Package.Literals.IFC_MECHANICAL_CONCRETE_MATERIAL_PROPERTIES__PROTECTIVE_PORE_RATIO_AS_STRING); } /** * * * @generated */ public boolean isSetProtectivePoreRatioAsString() { return eIsSet( Ifc2x3tc1Package.Literals.IFC_MECHANICAL_CONCRETE_MATERIAL_PROPERTIES__PROTECTIVE_PORE_RATIO_AS_STRING); } /** * * * @generated */ public String getWaterImpermeability() { return (String) eGet( Ifc2x3tc1Package.Literals.IFC_MECHANICAL_CONCRETE_MATERIAL_PROPERTIES__WATER_IMPERMEABILITY, true); } /** * * * @generated */ public void setWaterImpermeability(String newWaterImpermeability) { eSet(Ifc2x3tc1Package.Literals.IFC_MECHANICAL_CONCRETE_MATERIAL_PROPERTIES__WATER_IMPERMEABILITY, newWaterImpermeability); } /** * * * @generated */ public void unsetWaterImpermeability() { eUnset(Ifc2x3tc1Package.Literals.IFC_MECHANICAL_CONCRETE_MATERIAL_PROPERTIES__WATER_IMPERMEABILITY); } /** * * * @generated */ public boolean isSetWaterImpermeability() { return eIsSet(Ifc2x3tc1Package.Literals.IFC_MECHANICAL_CONCRETE_MATERIAL_PROPERTIES__WATER_IMPERMEABILITY); } } //IfcMechanicalConcreteMaterialPropertiesImpl




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