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alias STRUCTURE. UNDERSTANDING the LOAD CARRYING SYSTEM of BUILDINGS. SYSTEM. Method of approach to understanding. Collection of interrelated elements. Various aspects of elements and relationships. Problems related to the whole system. STRUCTURE. Abstract notion describing
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alias STRUCTURE UNDERSTANDING the LOAD CARRYING SYSTEM of BUILDINGS
SYSTEM Method of approach to understanding Collection of interrelated elements Various aspects of elements and relationships Problems related to the whole system
STRUCTURE • Abstract notion describing interrelationship of elements • Many different representations (verbal, graphical, mathematical). Multiple structures in a system.
MY FAMILY SYSTEM Father Mother Foster mother Sister in Law Brother in Law Brother Me Wife Sister Son in Law Daughter in Law Son Daughter Niece Nephew Grandson Granddaughter
STRUCTURE of MARRIAGES MATHEMATICAL REPRESENTATION
PARENTAGE STRUCTURE GRAPHICAL REPRESENTATION Father Mother Foster mother Sister in Law Brother in Law Brother Me Wife Sister Son in Law Daughter in Law Son Daughter Niece Nephew Grandson Granddaughter
A SIMPLE BUILDING PLAN Secretary Room 1 Boss Reception Hall Corridor Room 3 Room 4 Room 2 Exterior
CIRCULATION STRUCTURE Room 4 Room 1 Room 3 Hall Corridor Room 2 Boss Reception Exterior Secretary
WHY BUILDINGS? • Meso-environment (thermal, acoustic, light) Security (predators, pests, enemies, etc.)
PROBLEMS in BUILDINGS Problems and factors Nearly all elements involved Problem specific structures
HUMAN FACTORS • Psychological (spatial perception, spatial cognition) Physiological (thermal comfort) Social (spatial layout) Cultural (meanings, use patterns, etc.)
ENVIRONMENTAL FACTORS • Climatic (thermal, radiation, wind, rain, snow, etc.) • Economic (materials, labor, finance) • Geological (gravitation, earthquakes, materials, foundations) • Topographical (slopes, vegetation)
MECHANICAL FACTORS Mechanics (forces and motions) Loads (gravitation, wind, earthquakes) Foundations
LOAD CARRYING SYSTEM(LCS) Elements + connectivity structure STRUCTURE of building Structural problems
A SIMPLE BUILDING LCS Column 4 Beam 3 Beam 4 Slab Beam 2 Beam 1 Column 3 Column 1 Column 2 Wall 2 Wall 1
BUILDING ELEMENTS Wall 2 Wall 1 C1 C2 C3 C4 B1 B2 Slab B3 B4
Slab B1 B2 B3 B4 Wall 1 Wall 2 C4 C1 C2 C3 Edge connection End connection STRUCTURE of CONNECTIVITY
STRUCTURALREQUIREMENTSof LCSs • Restraint (sufficient members and supports to provide for equilibrium) Strength (sufficient material to prevent rupture) Rigidity (sufficient resistance to deformation) Ductility (sufficient capacity for energy absorption)
COMPATIBILITY REQUIREMENTSof LCSs Spatial layout (e.g. hotels, bearing walls) Materials (e.g. masonry and vaults) Services (integration of services) • Construction (e.g. bearing walls, integral forms, tower cranes)
Load Load Internal force STRUCTURAL BEHAVIOR Internal forces Displacements/deformations Energy storage Language of description is mechanical.
UNDERSTANDING BEHAVIORof LCSs Modeling of LCS Prediction of loads Analysis of mechanical forms Understanding in terms of basic modes
DIRECTION of PREDOMINANT LOAD Vertical (gravitation) Horizontal (wind) Combination (earthquake)
GEOMETRIC FORM Orientability Dimensionality 1D forms - rod, planar curve, spatial curve 2D forms - plane, surface, systems of 1D forms 3D forms - solid, systems of 1D and 2D forms
Load Orientation Geometric Form MECHANICAL FORM Combination of geometric form and load • Mechanical form = Oriented and loaded geometric form
Load Orientation Load Orientation MECHANICAL FORMS(BEAM and COLUMN) Geometric Form = ROD BEAM COLUMN
Load Load Load Orientation Load Orientation ARCH CURVED BEAM MECHANICAL FORMS(ARCH and CURVED BEAM) Geometric Form = PLANAR CURVE
Load Load Load Orientation Load Orientation SLAB WALL MECHANICAL FORMS(SLAB and WALL) Geometric Form = PLANE
UNDERSTANDING SPECIFICBUILDING LCS’s Resolve hierarchy of structural problems • Determine scale of problem (overall building, breakdown of main structure, detail elements) Resolve structure of elements Recognize the MF of elements
Gravitation Wind or Earthquake GF = ROD MF = COLUMN MF = BEAM SKYSCRAPER(overall building scale)
Gravitation Gravitation Earthquake MF = SLAB MF = WALL MF = WALL SKYSCRAPER(main structure scale) GF = PLANE GF = PLANE
Axial Load Lateral Load Weight MF = COLUMN MF = BEAM Weight MF = SLAB Axial Load SKYSCRAPER(detail scale) GF = ROD GF = PLANE
Compression T e n s i o n BENDING MOMENT SHEAR BEHAVIOR of the BEAM INTERNAL FORCES
Tension Compression COMPRESSIVE AXIAL FORCE TENSILE AXIAL FORCE BEHAVIOR of the COLUMN INTERNAL FORCES
Load BENDING MOMENT BEHAVIOR of the COLUMN (BUCKLING) INTERNAL FORCE
I beam RC beam DESIGN for BENDING Provide material away from the center. Provide the right kind of material.
Truss I beam Welding Castella beam DESIGN for SHEAR Provide diagonals
Provide the necessary material in axial form. DESIGN for COMPRESSION AGAINST BUCKLING Provide this material away from the center.
1. Space enclosure. Planes of equal potential energy 2. Provision of horizontal levels. TWO BASIC PROBLEMS
CONCLUSION Look at a building LCS hierarchically. Identify the predominant loading. Identify the geometric form. Identify the mechanical form. Estimate the behavior.