Damage Assessment and Seismic Intensity Analysis of the 2010 (Mw 8.8) Maule Earthquake

2012 ◽  
Vol 28 (1_suppl1) ◽  
pp. 145-164 ◽  
Author(s):  
Maximiliano Astroza ◽  
Sergio Ruiz ◽  
Rodrigo Astroza
Keyword(s):  
Seismic Intensity ◽  
Single Family ◽  
Confined Masonry ◽  
Damage Area ◽  
Megathrust Earthquakes ◽  
The North ◽  
Maule Earthquake ◽  
North Part ◽  
Large Length ◽  
2010 Maule Earthquake

The MSK-64 seismic intensities inside the damage area of the 2010 Maule earthquake are estimated. With this purpose, field surveys of damage to typical single-family buildings located in 111 cities of the affected area were used. Cities located close to the north part of the earthquake rupture suffered higher damage, but most of this damage concerned adobe and unreinforced masonry houses. Minor and moderate damage was noted in modern low-rise engineered and nonengineered constructions, especially in confined masonry buildings. Despite the large length of the rupture, which reached more than 450 km, only one intensity value equal to IX was determined, and 21% of the values were greater than VII. The attenuation of seismic intensity was controlled by the distance to the main asperity more than to the hypocenter, which would be an important characteristic of the megathrust earthquakes, and it should therefore be considered in the seismic risk of large subduction environments.

Seismic Performance of Engineered Masonry Buildings in the 2010 Maule Earthquake

2012 ◽  
Vol 28 (1_suppl1) ◽  
pp. 385-406 ◽  
Author(s):  
Maximiliano Astroza ◽  
Ofelia Moroni ◽  
Svetlana Brzev ◽  
Jennifer Tanner
Keyword(s):  
Seismic Performance ◽  
Housing Construction ◽  
Masonry Buildings ◽  
Single Family ◽  
Similar Statement ◽  
Confined Masonry ◽  
Maule Earthquake ◽  
Extent Of Damage ◽  
2010 Maule Earthquake ◽  
Extensive Damage

Engineered masonry, namely reinforced and confined masonry, has been widely used for housing construction in Chile over the last few decades. Most one- and two-story single-family masonry dwellings did not experience any damage due to the 27 February 2010 Maule earthquake, with the exception of a few dwellings of pre-1970 vintage, which suffered moderate damage. A similar statement can be made for three- and four-story confined masonry buildings: a large majority of buildings remained undamaged. However, several reinforced and partially confined three- and four-story masonry buildings suffered extensive damage, and two three-story partially confined buildings collapsed. The key damage patterns and the causes of damage are discussed in the paper. The extent of damage observed in the field was correlated with calculated vulnerability indices, and relevant recommendations were made related to the design and construction practices.

Enhancement of Interplate Coupling after Recent Megathrust Earthquakes

2020 ◽  
Author(s):  
Mohammad Yuzariyadi ◽  
Kosuke Heki
Keyword(s):  
Subduction Zones ◽  
Megathrust Earthquakes ◽  
The North ◽  
Rupture Area ◽  
Interplate Coupling ◽  
Maule Earthquake ◽  
Megathrust Faults ◽  
Adjacent Segments ◽  
Gnss Data ◽  
Ne Japan

<p>Enhanced interplate coupling has been found for segments adjacent along-strike to megathrust faults after the 2003 Tokachi-Oki and the 2011 Tohoku-Oki earthquakes, NE Japan, and was interpreted as acceleration of the subducting Pacific Plate slab. A similar enhanced coupling was also reported for the segments to the north of the rupture area of the 2010 Maule earthquake, central Chile. We utilize available GNSS data to find such enhanced coupling in worldwide subduction zones including NE Japan, central and northern Chile, Sumatra, and Mexico to investigate their common features. Our study revealed that the accelerations of landward movement of 2.1-9.0 mm per year appeared in adjacent segments following the 2014 Iquique (Chile), the 2007 Bengkulu (Sumatra), and the 2012 Oaxaca (Mexico) earthquakes. We also confirmed that the enhanced coupling is associated with the increase of seismicity for all these six cases. We found that the degree of enhancement depends on the length of the slab and the magnitude of the earthquake, which is consistent with the simple 2-dimensional model proposed earlier.</p>

scholarly journals Transient Deformation and Stress Patterns Induced by the 2010 Maule Earthquake in the Illapel Segment

2021 ◽  
Vol 9 ◽  
Author(s):  
Carlos Peña ◽  
Oliver Heidbach ◽  
Marcos Moreno ◽  
Daniel Melnick ◽  
Onno Oncken
Keyword(s):  
Power Law ◽  
Postseismic Deformation ◽  
Relaxation Processes ◽  
Megathrust Earthquakes ◽  
Transient Deformation ◽  
Maule Earthquake ◽  
2010 Maule Earthquake ◽  
Illapel Earthquake ◽  
The Impact ◽  
Rheology Model

Evaluating the transfer of stresses from megathrust earthquakes to adjacent segments is fundamental to assess seismic hazard. Here, we use a 3D forward model as well as GPS and seismic data to investigate the transient deformation and Coulomb Failure Stresses (CFS) changes induced by the 2010 Maule earthquake in its northern segment, where the Mw 8.3 Illapel earthquake occurred in 2015. The 3D model incorporates the coseismically instantaneous, elastic response, and time-dependent afterslip and viscoelastic relaxation processes in the postseismic period. We particularly examine the impact of linear and power-law rheology on the resulting postseismic deformation and CFS changes that may have triggered the Illapel earthquake. At the Illapel hypocenter, our model results in CFS changes of ∼0.06 bar due to the coseismic and postseismic deformation, where the coseismic deformation accounts for ∼85% of the total CFS changes. This is below the assumed triggering threshold of 0.1 bar and, compared to the annual loading rate of the plate interface, represents a clock advance of approximately only 2 months. However, we find that sixteen events with Mw ≥ 5 in the southern region occurred in regions of CFS changes > 0.1 bar, indicating a potential triggering by the Maule event. Interestingly, while the power-law rheology model increases the positive coseismic CFS changes, the linear rheology reduces them. This is due to the opposite polarity of the postseismic displacements resulting from the rheology model choice. The power-law rheology model generates surface displacements that fit better to the GPS-observed landward displacement pattern.

Evolution of seismic design codes of highway bridges in Chile

2021 ◽  
pp. 875529302098801
Author(s):  
José Wilches ◽  
Hernán Santa Maria ◽  
Roberto Leon ◽  
Rafael Riddell ◽  
Matías Hube ◽  
...  
Keyword(s):  
Seismic Design ◽  
Failure Modes ◽  
Highway Bridges ◽  
Design Codes ◽  
Seismic Codes ◽  
Analysis And Design ◽  
Residual Displacements ◽  
Shear Keys ◽  
Maule Earthquake ◽  
2010 Maule Earthquake

Chile, as a country with a long history of strong seismicity, has a record of both a constant upgrading of its seismic design codes and structural systems, particularly for bridges, as a result of major earthquakes. Recent earthquakes in Chile have produced extensive damage to highway bridges, such as deck collapses, large transverse residual displacements, yielding and failure of shear keys, and unseating of the main girders, demonstrating that bridges are highly vulnerable structures. Much of this damage can be attributed to construction problems and poor detailing guidelines in design codes. After the 2010 Maule earthquake, new structural design criteria were incorporated for the seismic design of bridges in Chile. The most significant change was that a site coefficient was included for the estimation of the seismic design forces in the shear keys, seismic bars, and diaphragms. This article first traces the historical development of earthquakes and construction systems in Chile to provide a context for the evolution of Chilean seismic codes. It then describes the seismic performance of highway bridges during the 2010 Maule earthquake, including the description of the main failure modes observed in bridges. Finally, this article provides a comparison of the Chilean bridge seismic code against the Japanese and United States codes, considering that these codes have a great influence on the seismic codes for Chilean bridges. The article demonstrates that bridge design and construction practices in Chile have evolved substantially in their requirements for the analysis and design of structural elements, such as in the definition of the seismic hazard to be considered, tending toward more conservative approaches in an effort to improve structural performance and reliability for Chilean bridges.

Oscillations of the Black Sea sea level in the north part of the coast

1999 ◽  
Vol 10 (2) ◽  
pp. 123-130
Author(s):  
Yu. I. Goryachkin ◽  
V. A. Ivanov ◽  
Yu. A. Stepanyants
Keyword(s):  
Sea Level ◽  
Black Sea ◽  
The Black Sea ◽  
The North ◽  
North Part

scholarly journals Recognition in international law: The case of Kosovo and Metohija

2015 ◽  
pp. 289-306
Author(s):  
Tijana Surlan
Keyword(s):  
International Law ◽  
Constitutive Theory ◽  
Sovereign State ◽  
Public International Law ◽  
The Public ◽  
The North ◽  
Official Position ◽  
The Status ◽  
North Part ◽  
The Eu

Recognition is an instrument of the public international law founded in the classical international law. Still, it preserves its main characteristics formed in the period when states dominated as the only legal persons in international community. Nevertheless, the instrument of recognition is today as vibrant as ever. As long as it does not have a uniform legal definition and means of application, it leaves room to be applied to very specific cases. In this paper, the instrument of recognition is elaborated from two aspects - theoretical and practical. First (theoretical) part of the paper presents main characteristics of the notion of recognition, as presented in main international law theories - declaratory and constitutive theory. Other part of the paper is focused on the recognition in the case of Kosovo. Within this part, main constitutive elements of state are elaborated, with special attention to Kosovo as self-proclaimed state. Conclusion is that Kosovo does not fulfill main constitutive elements of state. It is not an independent and sovereign state. It is in the status of internationalized entity, with four international missions on the field with competencies in the major fields of state authority - police, judiciary system, prosecution system, army, human rights, etc. Main normative framework for the status of Kosovo is still the UN Resolution 1244. It is also the legal ground for international missions, confirming non-independent status of Kosovo. States that recognized Kosovo despite this deficiency promote the constitutive theory of recognition, while states not recognizing Kosovo promote declaratory theory. Brussels Agreement, signed by representatives of Serbia and Kosovo under the auspices of the EU, has also been elaborated through the notion of recognition - (1) whether it represents recognition; (2) from the perspective of consequences it provokes in relations between Belgrade and Pristina. Official position of Serbian Government is clear - Serbia does not recognize Kosovo as an independent and sovereign state. On the other hand, subject matter of Brussels Agreement creates new means of improvement for Kosovo authorities in the north part of Kosovo. Thus, Serbian position regarding the recognition is twofold - it does not recognize Kosovo in foro externo, and it completes its competences in foro domestico. What has been underlined through the paper and confirmed in the conclusion is that there is not a recognition which has the power to create a state and there is not a non-recognition which has the power to annul a state.

scholarly journals State of Heavy Metals Pollution of Flooded Agricultural Land in the North Part of Republic of Srpska

2017 ◽  
Vol 17 (1) ◽  
pp. 19
Author(s):  
Tihomir Predić ◽  
Petra Nikić Nauth ◽  
Bojana Radanović ◽  
Alen Predić
Keyword(s):  
Heavy Metals ◽  
Soil Contamination ◽  
Agricultural Land ◽  
Total Content ◽  
Soil Samples ◽  
Available Phosphorus ◽  
The North ◽  
North Part ◽  
Grid Points ◽  
Phosphorus And Potassium

This paper presents the results of the research of soil contamination in flooded area located at the confluence of Bosna and Sava rivers. The sampling was performed according to a network of points Etrs89 reference European Network based on grid points of 500 m x 500 m. The total number of soil samples was 31 and 13 samples of sediment-mud. In the soil samples and sediment-mud samples various parameters were analyzed: pH H2O and 1 M KCl, humus (method by Tjurin), and the readily available phosphorus and potassium (AL method). The interpretation of total content of heavy metals in the soil was conducted according to Dutch Soil Remediation Circular (2009). The samples were analyzed for the total content of heavy metals: Pb, Cd, Cr, Ni, Zn, Cu (aqua regia digestion, AAS) and the elevated concentrations of Ni. However, Ni content in mud was from 240.5 mg/kg to 294.5 mg/kg, in soil it was from 128.9 mg/kg to 452.1 mg/kg. All mud samples were alkaline, and 79% of soil samples were alkaline and of neutral reaction. The analysis indicated that the flood in May 2014 was not caused by soil contamination with heavy metals, which however contributed to the increase of the overall content of these elements in the soil.

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