INGINERIE SEISMICA PDF

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Sustainable development of constructions and infrastructures, as a background of social-economic life, is apparently a very demanding requirement in seismic zones, as much as the existing built stock is vulnerable and frequently exposed to considerable damage and loss. Thus, seismic risk becomes a unsustainable burden for present and future generations. Romania is in such a situation caused by the vulnerability of a large numer of buildings, proved by the Vrancea and earthquakes, events with long-term impact on its development.

In contrast with this statement, although Chile repeatedly suffered the impact of destructive earthquakes, is a positive example for Romania, since earthquake engineering design codes are applied, ensuring a favorable behavior for new generations of buildings, and these are based on advanced technologies.

The specific requirements of the discussed approaches resilience and sustainable development will be analyzed in relationship with effects of destructive earthquakes in both countries, with case studies of three buildings of last generation in Santiago de Chile. These are seismically resilient, as they incorporate a central core with shear-walls, with a well defined role in drift control, while in two cases deformations are controlled by special dissipative devices that are essential for seismic resilience.

Specific data obtained at the th World Conference on Earthquake Engineering, January , , Santiago, Chile will be analyzed in this respect.

Earthquakes of in Chile and in Romania confirmed the overall efficacy of codes, as well as some vulnerability of structural types and the need of local seismological data, as a background of risk reduction. The Mw 8. There is a remarkable efficient cooperation between architects, urban planners and engineers in Chile, as they work to integrate approach of seismic resilience with that of ecological-energy design, energy and environment performance with other policies and requirements, to reduce pollution and ensure traffic flows, all based on sustainability criteria.

The experience of last decades has shown that traditional types of structures cannot provide a predictable resilience and it is necessary a qualitative change, using new technological systems for seismic performance control. At the same time, the global and European Union sustainable development requirements impose new constraints, whose simultaneous achievment is debatable.

The Chile example proves that the synergy of these requirements is possible, given the level attained in high-rise buildings engineering, utilization of performant earthquake response control, that are feasible even in case of current urban structures ca. Shibboleth authentication is only available to registered institutions. Cookies help us deliver our services.

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BUSINESS LAW BY MC KUCHHAL PDF

INGINERIE SEISMICA SRL

Expected direct seismic losses assessment is performed on probabilistic basis using world-wide accepted methodologies for two study areas located in Iasi Municipality. The probabilistic assessment refers to the following issues: site-dependent seismic hazard, expected seismic response of buildings, seismic fragility of structures, expected seismic damage. The analysis of the spatial distribution of the existing building stock as well as the presentation of the results on expected direct seismic losses are performed using geographic information systems GIS. Evaluarea probabilistica a hazardului seismic din sursa subcrustala Vrancea pentru municipiul Iasi. Capacity curves and fragility functions for representative building types in Bucharest. Conspress, ISBN

ESCUELA SABATICA SEGUNDO TRIMESTRE 2013 PDF

Introducere în mecanica fenomenelor seismice și inginerie seismică

Sustainable development of constructions and infrastructures, as a background of social-economic life, is apparently a very demanding requirement in seismic zones, as much as the existing built stock is vulnerable and frequently exposed to considerable damage and loss. Thus, seismic risk becomes a unsustainable burden for present and future generations. Romania is in such a situation caused by the vulnerability of a large numer of buildings, proved by the Vrancea and earthquakes, events with long-term impact on its development. In contrast with this statement, although Chile repeatedly suffered the impact of destructive earthquakes, is a positive example for Romania, since earthquake engineering design codes are applied, ensuring a favorable behavior for new generations of buildings, and these are based on advanced technologies. The specific requirements of the discussed approaches resilience and sustainable development will be analyzed in relationship with effects of destructive earthquakes in both countries, with case studies of three buildings of last generation in Santiago de Chile. These are seismically resilient, as they incorporate a central core with shear-walls, with a well defined role in drift control, while in two cases deformations are controlled by special dissipative devices that are essential for seismic resilience. Specific data obtained at the th World Conference on Earthquake Engineering, January , , Santiago, Chile will be analyzed in this respect.

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