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Structural Engineering Structural engineering has existed since humans first started to
construct their own structures.
Throughout ancient and medieval history most architectural design and construction was carried out, rising to the role of master builder.
No theory of structures existed and understanding of how structures stood up was extremely limited, and based almost entirely on empirical evidence of 'what had worked before'.
http://en.wikipedia.org/wiki/Structural_engineering
Egyptian Pyramid ()
Structural Engineers vs. Architects
Only with the understanding of structural theories that emerged during the 19th and 20th century did the professional structural engineer as it is known now begin to exist.
the Industrial Revolution (in the late 19th Century ) structural engineering architecture
the master builder structural engineers + architects
structural engineering = structus + ingenium ?
from etymonline structural engineering = structus + engin (ingenium)
structus (Latin) to pile (), build () assemble ()
engin (old France) skill (), cleverness ()
ingenium (Latin) inborn qualities, talent ()
http://www.etymonline.com/
Structural Engineering a field of engineering that deals with the design of structural
systems with the purpose of supporting and resisting various loads.
a physical object or system is considered a part of structural engineering, if its main function is designed to resist loads and dissipate energy.
structural engineering = design + loads (+energy)structural engineering = design + loads (+energy)
Structural Systems buildings () nonbuilding structures ()
bridges (), dams () and so on
machinery ()
large man-made objects furniture () medical equipment () vehicles ()
Burj Dubai, the world's tallest building, currently under construction in Dubai
Structural Engineers
A structural engineer is an engineering professional who practices structural engineering
Structural engineers analyze, design, plan, and research structural components and structural systems.
Their work takes account mainly of technical, economic and environmental concerns, but they may also consider aesthetic and social factors.
Design Goals safety ()
structures do not collapse without due warning
serviceability () floor vibration and building sway do not result in
discomfort for the occupants
economy () making creative and efficient use of funds and materials to
achieve these goals
structural engineering = structus + ingenium ?!
1. 2. 3. 4. 5. 6. 7. 8.
~
1. 2. 3. 4.
1. 2. 3. 4. 5. 6. 7. 8.
~ ()
1. 2. 3. 4. 5. 6.
1. 2. 3. 4. 5. 6. 7. 8.
(beam-column connections)
(moment connections)
(simple connections)
(plastic hinges)
(beam yielding)
(column yielding)
SCWB & WCSB
(plastic hinges)
(beam yielding) (Strong-Column-Weak-Beam)
(column yielding) (Weak-Column-Strong-Beam)
() ()
()
(Braces) = (Axial Force Members)
(Tension) (Yielding), (Ductile) / (Brittle Fracture)
(Compression) (Euler Buckling / Local Plate Buckling)
(Buckling Restrained Braces, BRB)
1. 2. 3. 4.
1. 2. 3. 4. 5. 6. 7. 8.
Design Loads ()
Load Combinations () Many types of loads may act on a building structure
at one time
Loads () vs. Load Factors () Each of these primary load types are characterized
as to their magnitude () and variability () by the building code () described in the ensuing paragraphs.
Dead Loads ()
Live Loads ()
Live Load Reduction ()
For influence areas greater than 400 ft2 the live load may be reduced according to the live load reduction equation:
)1525.0(I
o ALL +=
TLLI
o
AKALL
====
area influenceload livedesion specified code
load live reduced
Seismic Loads (Base Shear)
WCV S=
V = base shear Cs = seismic response
coefficient W= total building
weight
Design Methods
Steel Structural Design1. Allowable Strength Design (ASD) 2. Load and Resistance Factor Design (LRFD)
RC Structural Design1. ASD2. Ultimate Strength Design
Load Combinations for ASD1. Dead2. Dead + Live3. Dead + Roof Live4. Dead + 0.75 Live + 0.75 Roof Live5. Dead + Wind6. Dead + 0.7 Earthquake7. Dead + 0.75(Wind or 0.7 Earthquake) + 0.75 Live +
0.75 Roof Live8. 0.6 Dead + Wind9. 0.6 Dead + 0.7 Earthquake
Load Combinations for LRFD (if the live load is not greater than 100 psf)
1. 1.4 Dead2. 1.2 Dead + 1.6 Live+ 0.5 Roof Live3. 1.2 Dead + 1.6 Roof Live + 0.5 Live4. 1.2 Dead + 0.5 Live+ 0.5 Roof Live + 1.6 Wind5. 1.2 Dead + 0.5 Live+ 1.0 Earthquake + 0.2 Snow6. 0.9Dead + 1.6 Wind7. 0.9Dead + 1.6 Earthquake
1. 2. 3. 4.
1. 2. 3. 4. 5. 6. 7. 8.
Chemical Components of Structural Steel
Chemical Components
Iron Carbon Silicon Nickel Manganese Copper
Properties of Structural Steel
Strength () Ductility () Notch Toughness
() Weldability
()
1. 2.
3. 4.
1. 2. 3. 4. 5. 6.
7.
(1)
(2)
(3)
1995
ETABSSAPMIDAS
Drain2d+PISA3D
(PISA/VISA/GISA)
1. 2. 3. 4.
5. 6. 7.
1. 2. 3. 4. 5. 6.
7.
~ ()
~ ()
1.
2.
3. 4.
1. 2. 3. 4. 5. 6. 7. 8.
1.
2.
3. 4. 5.
6.
1. 2. 3. 4. 5. 6. 7. 8.
http://www4.kcn.ne.jp/~taharakn/study/01_kouzou/07.html
()
()
()
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from etymonline structural engineering = structus + engin (ingenium)
structus (Latin) to pile (), build () assemble ()
engin (old France) skill (), cleverness ()
ingenium (Latin) inborn qualities, talent ()
http://www.etymonline.com/
structural engineering = structus + ingenium !!
Thank you for your attention!
Structural EngineeringEgyptian Pyramid ()Structural Engineers vs. Architectsstructural engineering= structus + ingenium ? from etymonline Structural EngineeringStructural SystemsSlide Number 9Structural EngineersDesign Goals structural engineering= structus + ingenium ?! Slide Number 15Slide Number 18Slide Number 19Slide Number 20Slide Number 21Slide Number 22Slide Number 24Dead Loads ()Slide Number 26Slide Number 27Live Loads ()Slide Number 29Slide Number 30Slide Number 31Seismic Loads (Base Shear)Design MethodsLoad Combinations for ASDLoad Combinations for LRFD(if the live load is not greater than 100 psf)Slide Number 37(1)(2)(3)Slide Number 42Slide Number 44Slide Number 45Slide Number 47Slide Number 48Slide Number 51Slide Number 52Slide Number 53 Slide Number 55from etymonline structural engineering= structus + ingenium !! Thank you for your attention!