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7/30/2019 Sis Mor Resistent e
http://slidepdf.com/reader/full/sis-mor-resistent-e 1/2
LIST OF MAJOR EARTHQUAKES
In Peru there have been major earthquakes that have cost the lives of thousands of people and
millions in losses. These have led to continued research of earthquakes and their scope in the
Peruvian engineering. A clear example is the constant review and change of the standard
seismic over the years.
As a first major earthquake in Peru could mention, it was occurred on October 17, 1970 in the
department of Ancash, in the north of the country. The magnitude recorded was 7.8. Given the
high vulnerability of the area, there were more than 50,000 deaths and cities were destroyed.
The vast majority of these victims were the result of a flood that buried the town of Yungay.
Four years later, there was another important magnitude earthquake (Ms = 7.5) that struck the
city of Lima on October 3. Many were quantified damage.
On 23 June 2001, an earthquake of great magnitude (Mw = 8.4) in southern Peru, which left a
toll of 100 people dead and destroyed numerous structures. This earthquake caused a tsunami
on the coast south of Lima.
How last major earthquake in Peru, it has happened in the city of Pisco on August 15. The
magnitude was 8.0 and reached practically left the city in ruins with over 500 dead.
A major earthquake mentioned was the case in Chile on February 27, 2010 (Mw = 8.8), which
had numerous aftershocks and triggered a tsunami in the Chilean coast. The earthquake
sparked interest Peruvian engineering by the good performance of seismic protection devices
tested during the earthquake.
STRUCTURAL SYSTEM IN PERU
Structural systems used in the country are varied. It can be found made of adobe structures in
most villages far from major cities. However, you do not develop in this report since reaching
maximum 2 stories and not viable seismic protection.
In the major cities of Peru, the predominant building material is concrete. There are some
mixed steel buildings but in less number.
In the case of residential buildings, which get to be between 4 and 20 floors, the structural
system is the most widely used of reinforced concrete walls, known in the trade as buildings
limited ductility walls (EMLD). You can also find dual systems (frames more walls) for this type
of housing.
For commercial and office buildings structural system is the most widely used dual
combination of gates and walls. The tallest building currently is 40 floors and is for this type of
building.
The Peruvian Earthquake Resistant Design Standard E.030 stable qualifying other buildings that
are worth highlighting.
7/30/2019 Sis Mor Resistent e
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According to the structural system and the material used, determines the E.030 standard
reduction parameter R, ductility or coefficient for buildings as follows:
TABLE No. 6 of standard E.030
For the movement may suffer side buildings, the E.030 standard limits the relativedisplacements of mezzanine, drifts, as the chart below shows that depends on the material
used in the structure:
TABLE No. 8 Standard E.030
Additionally, the Standard E.030 classifies buildings according to their use in determining the
seismic parameter U. This classification divides the buildings in essential, important, and less
common.
PERUVIAN BUILDINGS WITH RECENT SEISMIC PROTECTION
Currently the country has a limited number of buildings with seismic protection. However,
project has several buildings with these systems.
The types of protection systems are used by seismic energy dissipation and insulation at the
base.
Of the most commonly used types of energy dissipation in Peru are the viscous fluid coolers
and heatsinks hysteretic (or creep). The viscous fluid type heat sinks have the peculiarity of
being constituted by metallic bracing elements, which contain a device viscoelastic damper.
The heat sinks are devices hysteretic steel sheets compounds as ADAS.
In the case of the insulation system in the base, the most widely used type of insulator is
compound elastomeric neoprene sheets and steel and lead core.
Below are different constructions presenting seismic protection system. Some are
reinforcement of existing structures and others are new or proposed structures. For each
describes the structural system and seismic protection system with that account.