EG-2008

Wind Loading on Buildings

  • Storm Events

    • Definition: A "one in 50 years" storm event
    • Key Features: Highly unpredictable, varies depending on surroundings.
  • Impact of Urban Design

    • Wind loading can change based on surrounding structures.
    • Initial design may be in open spaces, but future urban environment must be considered.
    • Wind effects can funnel through corridors of buildings, concentrating forces.
  • Usability of Spaces

    • Urban design should consider not just aesthetics but functionality.
    • Avoiding wind funnels and ensuring safety from hazardous wind levels around building corners.
  • Factors Affecting Wind Load

    • Wind loading changes based on a building's height, location, and surroundings in the UK.
    • Maps exist to calculate basic wind levels, analogous to snow loads.
  • Simplifying Wind Calculations

    • Characteristic Load Calculation: Similar to snow load, multiple factors affect wind severity.
    • Focus on calculating horizontal wind loads primarily.
  • Wind as Pressure

    • Wind acts against buildings as a pressure rather than a point load.
    • Pressure variations: For taller buildings, pressure varies with height.
  • Assumptions in Calculations

    • Assume wind acts normally to the vertical surfaces of buildings (90 degrees).
    • For buildings with irregular shapes, consider additional factors, including friction and suction on the windward and leeward sides, respectively.
  • Building Design Considerations

    • Adequate bracing is crucial to ensure the structural integrity against wind forces.
    • Importance of serviceability in design considerations.
  • Calculation Flowchart

    • A flowchart outlines methods for calculating wind effects, indicating systematic calculations to be followed.
  • UK National Annex Reference

    • Focus on determining the characteristic value of wind force to ensure building safety.
  • Basic Wind Velocity Calculation

    • VB0 (Fundamental basic wind velocity) determined from wind maps.
    • Altitude factor: CLC_{L} accounts for location and building altitude.
    • Mapping details included dependency on geographic location (e.g., London, Swansea).
  • Basic Wind Velocity

    • Fundamental basic wind velocity imported into further calculations with altitude correction.
  • Directional and Seasonal Factors

    • Directional factor in the UK set to 1 due to uniform wind behavior.
    • Seasonal factors also set to 1 for similar reasons.
  • Peak Velocity Pressure Calculation

    • Converts basic wind velocity into pressure based on density.
    • Differences between country and town terrains affect the calculation methodology.
  • Displacement Height Calculation

    • Wind behavior near structures is affected by neighboring buildings; hence, displacement should be calculated based on relative heights and proximities.
    • In the countryside, displacement height is effectively zero, leading to full wind pressure acting on the building.
  • Distance from Shoreline

    • Wind intensity decreases as one moves away from the shoreline.
  • Scaling Parameters

    • Terrain affects wind speed and displacement calculations using scaling coefficient (CEZC_{EZ}).
  • Combination of Parameters for Final Calculation

    • The various co-efficient values are combined to determine the horizontal wind force on the structure.
  • Worked Example

    • Example: Building dimensions are 5m x 5m and height is 10m in a rural setting.
    • Characteristic Value Calculation: Inputs include height, building sizes, and location-exposed contour maps.
  • Final Horizontal Load Calculation

    • The comprehensive calculation includes all parameters to determine the characteristic horizontal load for bracing design.
  • Safety Considerations

    • Discussion on how building designs account for sustained wind via appropriate bracing structures, including zigzag bracing examples.
  • Key Calculations & Parameters

    • Overall horizontal force is determined by compiling the individual wind pressures multiplied by reference areas, yielding a single force value.
  • Reflection on Wind Calculations in Practice

    • Importance of clear definition and consideration when calculating wind effects on buildings.

Concrete Design Overview

  • Materials and Design Philosophy

    • Concrete, especially reinforced concrete, is critical for robust structures.
    • Steel is an essential reinforcement component because of its superior tensile strength compared to concrete alone.
  • Reinforcement Techniques

    • Commonly employed techniques include using rebar strategically in tension regions of structural elements.
  • Concrete Behavior

    • Concrete exhibits minimal tensile strength and functions mainly in compression.
    • Properties become problematic if excessive tensile stresses are imposed.
  • Graph Understanding

    • Graphs illustrate how concrete behaves under compression: linear phases followed by failure stages.
  • Partial Safety Factors and Characteristic Strength

    • Characteristic strength (C4_FK) is fundamental for design and revolves around ensuring safety with partial factors.
  • Design Implications for Durability

    • Concrete strength ratings define how concrete must be designed. Exposure classes dictate the properties and protection required in diverse environments.
  • Crack Assessment in Existing Structures

    • Discussions around visual inspections for detecting flexural cracks indicate the performance of existing constructions in service.
  • Examples of Application and Application in Practice

    • Various applications of concrete are presented, demonstrating its versatility in contrasting environments.
  • Combination of Material Strengths

    • Emphasis on harmonious load-taking capacities between steel and concrete to ensure longevity and performance.