Dantewara District or Dakshin Bastar District is situated in the State of Chhattisgarh in Indian. The district is part of Bastar Division. Until 1998, the Dantewara District was a tehsil of the larger Bastar District. Dantewara District has an area of 10,238.99 km2. It is bounded on the north and northeast by Bastar District, on the east by Malkangiri District of Orissa state, on the south and ...

in this paper, efforts are made to compare the safety of steel moment resistant frames designed according to different editions of the iranian code of practice for seismic resistant design of buildings. also, failure risk of a low and medium height frame which designed for high and low seismicity regions according to three editions of the code are evaluated. first, the testing cases were design...

Simplified procedures are commonly employed to estimate seismic displacements of earth and waste fills. The landmark work of Makdisi and Seed (1978) has been widely adopted in practice. Although this work is widely used, it has a number of significant limitations such as decoupling the sliding block analysis from the seismic response analysis, use of a limited number of recorded earthquake moti...

In this paper, efforts are made to compare the safety of steel moment resistant frames designed according to different editions of the Iranian code of Practice for seismic resistant design of buildings. Also, failure risk of a low and medium height frame which designed for high and low seismicity regions according to three editions of the code are evaluated. First, the testing cases were design...

Offshore wind has become a major contributor to reducing global carbon emissions. This paper presents probabilistic seismic hazard analysis for the Sofia Wind Farm, which is located about 200 km north-east of England in southern North Sea and will be one largest offshore farms world once completed. The source characterization composed two areal models four derived using smoothed gridded seismic...

Seismic reliability assessment of selected bridge structures code-conforming with respect to the current Italian practice is carried out. Two viaducts, tall and shallow, two highway overpasses, traditional seat-type or integral abutments, are considered. Each structure ideally placed at three reference sites, that is, Milan, Naples L'Aquila, characterised by low, moderate high seismic hazard, r...