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Earthquakes and Seismic Design
Cross-section of Earth
Though we have explored space above ground extensively, we
could go only about 7.6 miles below ground! Russian
geologists started drilling into the Kola Peninsula, near Finland,
in 1970 and after 22 years could not proceed further.
Plate tectonics (Alfred Wegener 1912)
Plate tectonics (PT)
� Earlier theories assume gradual shrinking (contraction) or gradual expansion of the globe.
� PT is based on continental drift & developed in early 20th century
� Lithosphere is broken up into 7-8 major tectonic plates, and numerous smaller plates
� Tectonic plates move – because lithosphere has a higher strength and lower density than the underlying asthenosphere- Dissipation of heat from the mantle is the source of energy
� Lateral relative movement of the plates- 0 to 100 mm annually
Three types of plate boundaries exist
Global earthquake epicenters, 1963–
1998
Aerial view of San Andreas Fault in the Carrizo
Plain, northwest of Los Angeles
What is an
earthquake?
An earthquake is a sudden release
of energy due to shifts in the earth’s
plates that has been stored in the
rocks beneath the earth’s surface
which causes a trembling or
shaking of the ground. The energy
that is released from the ruptured
rock travels in waves which are
known as seismic waves.
There are two types of seismic
waves; body waves which travel
through the interior of Earth and
surface waves which travel on
Earth's surface. The two body
waves are primary waves (p-waves)
and secondary waves (s-waves).
The compressional (push-pull)
wave will vibrate parallel to the
direction that the wave is
traveling up to speeds of 4 to 8
km per second (2.49 to 4.35
miles per second). The S-wave
vibrates perpendicular to the
direction of travel and can travel
up to speeds of 2 to 5 km per
second ( 1.24 to 3.11 miles per
second).
Love waves and Raleigh
waves are known as Surface
waves. Surface waves are the
slowest of the seismic waves,
but because they travel near the
surface of Earth and contain a
range of oscillating frequencies
they often cause the most
damage
Rayleigh Surface Waves
Animation
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Earthquakes
• Around 500,000 earthquakes occur each year, detectable with current instrumentation. About 100,000 of these can be felt.
• Human activities that produce minor earthquakes:
– Storage of large water behind a dam,
– Injecting liquid under high pressure into wells (fracking to extract natural gas),
– Coal mining
– Oil drilling
Recurrence of Earthquakes
• Average recurrence of Earthquakes are:
– Earthquake of M 3.7–4.6 every year,
– Earthquake of M 4.7–5.5 every 10 years,
– Earthquake of 5.6 or larger every 100 years.
• The United States Geological Surveyestimates that, since 1900, there have been an average of 18 major earthquakes (M 7.0–7.9) and one great earthquake (M 8.0 or greater) per year.
Aftershocks
� An aftershock is an earthquake that occurs after a previous earthquake, the mainshock.
� It occurs in the same region of the main shock but always of a smaller magnitude.
� If it is larger than the main shock, the aftershock is re-designated as the main shock, and the original main shock is re-designated as a foreshock.
� Formed as the crust around the displaced fault plane adjusts to the effects of the main shock
� They are dangerous - usually unpredictable, can be of a large magnitude, and can collapse buildings that are damaged from the main shock
Earthquakes-Epicenter
Some Definitions
Epicenter is the point on the Earth's surface that is directly above the
hypocenter (where the Strain energy stored in the rock is first released)
EARTHQUAKES
Seismograph is used to measure wave
amplitude
Can we predict earthquakes
correctly?
• Long ago, Catholic Church in Rome condemned
Galileo Galilei and put him under house arrest
for teaching ‘Earth revolves around the sun’!
• Oct 22, 2012 an Italian court convicted seven
scientists and experts for 6 years in prison for
failing to adequately warn citizens before an
after shock struck central Italy in 2009, killing
more than 300 people.
Can we predict earthquakes
correctly?
• Scientists generally cannot predict the time, location and magnitude of EQ - But they did it once!
• On Feb. 4, 1975, seismologists issued a warning to residents of Haicheng in northeastern China, prompting people to seek safety outdoors.– A M7.3- EQ struck that evening, killing more than
2,000 people and destroying more than 90 percent of the city.
– Without the warning, about 150,000 people would have died!
Characteristics of an Earthquake
As the “quality” of the sediment decreases,
the amplitude of the waves increases
Wave Propagation
Rock� Soft Soil
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Magnitude: Richter scale- Californian seismologist
Charles F. Richter, in 1930s
P and S waves and Magnitude
• P waves are the first to arrive due to their high displacement speed,
• Followed by the S waves.
Two parameters that determine magnitude:
• The time delay between the arrival of the first P waves and S waves(proportional to the distance between the seismograph and the hypocentre of the earthquake), and
• Their amplitude.
P and S waves
Graphical solution of the mathematical formula for
determining magnitude on the Richter scale
Intensity of earthquakes
• Modified Mercalli Intensity scale (MMI) and
MSK scale Initially developed early last
century by Giuseppe Mercalli based on
observations and how it felt by people
• Both have twelve levels of intensity
– Level I – least perceptive
– Level XII – most severe
What do Architects do?
� Architects design buildings andstructures. They adviseindividuals, property owners anddevelopers, community groups,local authorities and commercialorganizations on the design andconstruction of new buildings,the reuse of existing buildingsand the spaces which surroundthem.
� Architects work closely withother members of theconstruction industry includingengineers, builders, surveyors,local authority planners andbuilding control officers.
www.architecture.com
www.cnn.com
What do Structural Engineers do?
� Structural engineers combine their knowledge of science and design as they construct better framework for buildings and other structures to safely resist natural and made-made forces.
� They are involved in physical testing, mathematical modeling, computer simulation all of which support decisions that aid in the creation and maintenance of safe and economical structures.
http://www.seaint.org /
http://cee-ux49.cee.uiuc.edu/strweb/home.html
www.earthscience.org/.../geopro/seismic/seismic.html
What is Earthquake Engineering?
Earthquake engineers are concerned with creating earthquake resistant
designs and construction techniques to build all kinds
of bridges, roads and buildings.
Earthquake engineers are faced with many uncertainties and must be
smart in their decisions in developing safe solutions to challenging
problems. They rely on state-of-the-art technology, materials science,
laboratory testing and field monitoring.
www.sciencedaily.com
A Famous Quote
Structural engineering is the art of using materials that have properties which can only be estimated
To build real structures that can only be approximately analyzed
To withstand forces that are not accurately known
So that our responsibility to the public safety is satisfied!
Earthquake-Resistant StructureBuilding designed to prevent total collapse, preserve life, and minimize damage
http://nisee.berkeley.edu/elibrary/getpkg?id=GoddenD50-69
http://www.infinityfoundation.com/mandala/t_es/t_es_agraw_quake.htm
Factors Influencing Seismic Damage
Damage to a Steel building in
Mexico City, 1985
The following factors influence the
seismic damage:
� Peak Ground Acceleration (PGA)
� Duration and frequency of ground
vibration,
� Magnitude,
� Distance from epicenter,
� Geographical conditions between
the epicenter and the site,
� Soil properties at the site and
foundation type,
�Building type and characteristics.
Lateral Force Resisting Systems
Better Performance in Earthquakes
Have simple and regular Plans
Collapse of L-shaped building in
Ahmedabad, 2001
Avoid Irregular Configurations
Avoid Novel Structural Features
(If their EQ behavior is not known)
Geometric Vulnerabilities
CCTV Tower, China
Response Spectra for Different Strong
Earthquakes
Response Acceleration Coefficient
Smoothened Elastic Design Acceleration
Response Spectrum (SEDRS) for 5% damping.
For Steel structures use 2% damping
Fundamental natural periods of
structures differ over a large range
Adapted from: Newmark, (1970), Current trends in the Seismic Analysis and Design of High
Rise Structures, Chapter 16, in Wiegel, (1970), Earthquake Engineering, Prentice Hall, USA.
Distribution of Base Shear to
Different Levels of the Building� After the base shear force VB is determined it should be
distributed along the height of the building (to the various floor levels) using the following expression:
After the base shear is distributed, the frames may be
analyzed by any standard computer program to get
the internal forces!
Dynamic Analysis
The dynamic analysis methods are grouped into:
� Response spectrum method (multistory buildings, irregular buildings, overhead water ranks and bridge piers are often designed using this method)
� Time-history response analysis (most important structures such as nuclear reactors, large span structures or very tall buildings are designed using this method).
EARTHQUAKE DESIGN PHILOSOPHY
The seismic design philosophy:
� Minor and frequent earthquakes should not cause any damage to the structure
� Moderate earthquakes should not cause significant structural damage but could have some non-structural damage
� Major and infrequent earthquakes should not cause collapse
Hence design is done for much smaller forces than actual seismic loads.
Note that this approach is different than that adopted in the case of wind, dead, live and other loads, where the structure is designed for the actual loads.
Earthquake design philosophy
Seismic Design PhilosophyThough the structure is designed for reduced earthquake loads, the
following contributing factors will prevent the collapse of the structure:
�Over-strength,
�Redundancy,
�Ductility
Ductile and Brittle Performance
CURRENT DESIGN CODES
Expected Performance:
The design requirements primarily are intended to
safeguard against major failures and loss of life,
NOT to limit damage, maintain functions, or provide
for easy repairs.
Performance Based Design (PBD)
Future (PBD) Codes will be based on:
� Desired performance chosen by owner� Reduced business interruption� Reduced damage costs
Current Performance based design documents
�Vision 2000
�FEMA 356/273
�ATC 40
�FEMA 310
Load CombinationsIn general consider the 8- load combinations:
(1) 1.5 (DL + IL) + 1.05(CL or SL)
(2) 1.2 (DL + IL) + 1.05(CL or SL) ± 0.6(WL or EL)
(3) 1.2 (DL + IL ± WL or EL) + 0.53 (CL or SL)
(4) 1.5(DL ± WL or EL)
(5) 0.9 DL ± 1.5 (WL or EL)
(6) 1.2 (DL + ER)
(7) 0.9DL + 1.2 ER
(8) DL + 0.35(IL + CL or SL) + AL
Where, DL = Dead load, IL = imposed load (live load), WL = wind load, SL = snow load, CL = crane load (vertical / horizontal), AL = accidental load, ER = erection load and EL = earthquake load.
Loading Combination for Non-
orthogonal buildings
Eight additional possibilities should also be considered.
(1) ELx + 0.3 ELy
(2) 0.3ELx + ELy
(3) ELx – 0.3ELy
(4) 0.3ELx - ELy
(5) – (ELx + 0.3ELy
(6) (0.3ELx + ELy)
(7) – (ELx – 0.3ELy)
(8) – (0.3ELx – ELy)