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different damage distribution observed in the villages of pescara del
different damage distribution observed in the villages of pescara del

Introduction The Mäntsälä Granodiorite Batholith Observations in the
Introduction The Mäntsälä Granodiorite Batholith Observations in the

IOSR Journal of Applied Geology and Geophysics (IOSR-JAGG)
IOSR Journal of Applied Geology and Geophysics (IOSR-JAGG)

... The incompleteness of an earthquake dataset that comes in because of the non-uniformity of the seismic networks with time is investigated generally by fitting a Gutenberg-Richter model to the frequency magnitude distribution (FMD). The FMD17, 18 described the relationship between the frequency of oc ...
New Madrid EQ Cat Plan
New Madrid EQ Cat Plan

Deaths and Injuries due to the Earthquake in Armenia: A Cohort
Deaths and Injuries due to the Earthquake in Armenia: A Cohort

Introduction to Earthquakes
Introduction to Earthquakes

... USGS to monitor fault creep on the Hayward fault. Fault creep is generally not as catastrophic as earthquakes, however, structures that straddle a fault such as buildings and bridges may be sheared (ripped apart) by these forces. The old city hall in Hayward is an example of a building that has been ...
Earth Science 8.2 Measuring Earthquakes
Earth Science 8.2 Measuring Earthquakes

Structure Foundation Considerations
Structure Foundation Considerations

Probability of a great earthquake to recur in the Tokai
Probability of a great earthquake to recur in the Tokai

... associated with faulting can best be obtained from an analysis of seismological data, such an approach is not possible for historical earthquakes. The writer thinks, therefore, that it is better to rely on seismic slip data obtained from the tsunami study (Aida, 1979, 1981a,b). It is believed that t ...
earthquake – prone buildings policy
earthquake – prone buildings policy

Seismicity and geometry of the south Chilean subduction zone (41.5
Seismicity and geometry of the south Chilean subduction zone (41.5

... in a conditional stable regime [Scholz, 1998], which can accumulate substantial strain in the weak materials without complete creep relaxation [Bilek and Lay, 2002]. [16] Although the seismicity rate is dropping below 30 km depth (Figure 3, bottom) a clear down dip end of the seismogenic zone based ...
Designing Buildings to Accommodate Earthquake Surface Fault
Designing Buildings to Accommodate Earthquake Surface Fault

... under a building, its foundation should not be “rooted” into the ground. The heavily reinforced concrete bunkers shown in Figure 5a are internally very strong, but they are not fixed into the ground. The shear rupture in this case is more likely to move around the relatively stiff and strong bunkers ...
11.Make your own map - Career Account Web Pages
11.Make your own map - Career Account Web Pages

... 4. To get a better topographic background (shaded relief map) or to add topography if the screen (background) is blank, you can select an elevation file (etopo5 or topo30) if these files have been added to the TOPO folder within the SEISVOLE folder (see SeisVolE Teaching Module 1, “Downloading and I ...
- CONICET Mendoza
- CONICET Mendoza

... depth, just below the volcanic arc. In this paper, we studied a pair of associated earthquakes located in the area where the frequency of seismicity changes. The hypocenters of the Mw ¼ 6.4, June 16th, 2000 and Mw ¼ 5.7 January 7th, 2003 earthquakes were found nearby, adjacent to the oceanic Moho, c ...
Science: Geology Earthquakes and Plate Tectonics
Science: Geology Earthquakes and Plate Tectonics

Name: Period:_____ Date
Name: Period:_____ Date

... Our Restless Planet 58. ____________________ and ____________________ seismic waves are classified as being body waves since they travel into the interior of the earth toward the earth’s inner core. Geology Intro Game, Video: Earthquakes: Our Restless Planet 59. A(n) ________________________ seismic ...
P-wave compression propagating wave
P-wave compression propagating wave

Earthquakes - Bakersfield College
Earthquakes - Bakersfield College

... same area with respect to the intensity. Additionally, different building codes applied to various communities all over the world may give the illusion of less or more damage with the same energy release. In other words, different parts of the world would experience various damage reports caused by ...
Title A Global Energy Transfer Process of Tsunamigenic Earthquake
Title A Global Energy Transfer Process of Tsunamigenic Earthquake

Geological Survey of Denmark and Greenland Bulletin 26
Geological Survey of Denmark and Greenland Bulletin 26

Name: Period:_____ Date
Name: Period:_____ Date

Strong Similarities Between Two Urban Earthquakes: Gisborne
Strong Similarities Between Two Urban Earthquakes: Gisborne

... observation that they are fairly poorly defined, so the first question is: what standards and strength levels do we repair damaged buildings to? Surely you would think that repairs must be covered in our modern building regulatory system? But the Building Act only really regards repairs as alteratio ...
Earthquake magnitude Richter magnitude (Local Magnitude ML
Earthquake magnitude Richter magnitude (Local Magnitude ML

Earthquake (地震)
Earthquake (地震)

... (豎直結構系統-抗彎矩的框架) ...
EGU2012-7956
EGU2012-7956

... An M=7.6 earthquake ruptured the Luhuo segment of the Xianshuihe fault zone on Feb. 6, 1973. Since then, several across-fault (across the 1973 rupture) deformation observation systems have been set up one after another at the site of Xialatuo, Luhuo county, Sichuan province, China. Among them are a ...
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Seismic retrofit



Seismic retrofitting is the modification of existing structures to make them more resistant to seismic activity, ground motion, or soil failure due to earthquakes. With better understanding of seismic demand on structures and with our recent experiences with large earthquakes near urban centers, the need of seismic retrofitting is well acknowledged. Prior to the introduction of modern seismic codes in the late 1960s for developed countries (US, Japan etc.) and late 1970s for many other parts of the world (Turkey, China etc.), many structures were designed without adequate detailing and reinforcement for seismic protection. In view of the imminent problem, various research work has been carried out. State-of-the-art technical guidelines for seismic assessment, retrofit and rehabilitation have been published around the world - such as the ASCE-SEI 41 and the New Zealand Society for Earthquake Engineering (NZSEE)'s guidelines. These codes must be regularly updated; the 1994 Northridge earthquake brought to light the brittleness of welded steel frames, for example.The retrofit techniques outlined here are also applicable for other natural hazards such as tropical cyclones, tornadoes, and severe winds from thunderstorms. Whilst current practice of seismic retrofitting is predominantly concerned with structural improvements to reduce the seismic hazard of using the structures, it is similarly essential to reduce the hazards and losses from non-structural elements. It is also important to keep in mind that there is no such thing as an earthquake-proof structure, although seismic performance can be greatly enhanced through proper initial design or subsequent modifications.
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