DIFFERENTIATION OF THE CONSTRUCTION COST OF A FIFTEEN STOREY R/C BUILDING DEPENDING ON THE SEISMIC HAZARD ZONE

Earthquake in Assam and north Bengal in IndiaOn April 28, 2021, a 6.4 Richter scale earthquake affected the Sonitpur district of Assam, the tremors of which were felt in north Bengal and other parts of North-East India, as reported by the National Centre for Seismology1. Six more tremors followed the first shake 2. There were reports of widespread damage to buildings and other structures from across Assam, mostly in the central and western towns of Tezpur, Nagaon, Guwahati, Mangaldoi, Dhekiajuli, and Morigaon3. Again on May 3rd, 2021, an earthquake was felt in the Sonitpur district of Assam with a 3.7 magnitude on the Richter scale4. Assam disaster management authority reported that 10 people from 4 districts suffered physical injuries since the first attack on April 28, 2021, and some more time will be needed to know about the actual amount of damage that had taken place5. According to the National Centre for Seismology, the area affected by the earthquake is seismically very active and falls in the highest seismic hazard zone where the Indian tectonic plate subducts with the Eurasian plate because of which there are high chances of future quakes as well6.

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Note on seismic hazard assessment using gradient of uplift velocities in the Turan block (Central Asia)

Natural Hazards and Earth System Science ◽

10.5194/nhess-5-43-2005 ◽

2005 ◽

Vol 5 (1) ◽

pp. 43-47 ◽

Cited By ~ 3

Author(s):

M. Jaboyedoff ◽

M.-H. Derron ◽

G. M. Manby

Keyword(s):

Seismic Hazard ◽

Central Asia ◽

Hazard Assessment ◽

Seismic Activity ◽

Seismic Hazard Assessment ◽

Tectonic Activity ◽

Upper Crust ◽

Rheologic Property ◽

Hazard Zone ◽

Highly Strained

Abstract. Uplift gradients can provide the location of highly strained zones, which can be considered to be seismic. The Turan block (Central Asia) contains zones with high gradient of uplift velocities, above the threshold 0.04mm km-1year-1. Some of these zones are associated with important seismic activity and others are not correlated with any recent important recorded earthquakes, however, recent faults scarps as well as diverted rivers may indicate a recent tectonic activity. This threshold of gradient is probably a significant rheologic property of the upper crust. On the basis of these considerations the Uzboy river area is proposed as a potential high seismic hazard zone.

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First level seismic microzonation map of Chennai city – a GIS approach

Natural Hazards and Earth System Science ◽

10.5194/nhess-11-549-2011 ◽

2011 ◽

Vol 11 (2) ◽

pp. 549-559 ◽

Cited By ~ 23

Author(s):

G. P. Ganapathy

Keyword(s):

Seismic Hazard ◽

Peak Ground Acceleration ◽

Tamil Nadu ◽

Cultural Development ◽

Seismic Microzonation ◽

Seismic Sources ◽

Ground Acceleration ◽

Hazard Zone ◽

Chennai City ◽

The City

Abstract. Chennai city is the fourth largest metropolis in India, is the focus of economic, social and cultural development and it is the capital of the State of Tamil Nadu. The city has a multi-dimensional growth in development of its infrastructures and population. The area of Chennai has experienced moderate earthquakes in the historical past. Also the Bureau of Indian Standard upgraded the seismic status of Chennai from Low Seismic Hazard (Zone II) to Moderate Seismic Hazard (Zone III)–(BIS: 1893 (2001)). In this connection, a first level seismic microzonation map of Chennai city has been produced with a GIS platform using the themes, viz, Peak Ground Acceleration (PGA), Shear wave velocity at 3 m, Geology, Ground water fluctuation and bed rock depth. The near potential seismic sources were identified from the remote-sensing study and seismo-tectonic details from published literatures. The peak ground acceleration for these seismic sources were estimated based on the attenuation relationship and the maximum PGA for Chennai is 0.176 g. The groundwater fluctuation of the city varies from 0–4 m below ground level. The depth to bedrock configuration shows trough and ridges in the bedrock topography all over the city. The seismic microzonation analysis involved grid datasets (the discrete datasets from different themes were converted to grids) to compute the final seismic hazard grid through integration and weightage analysis of the source themes. The Chennai city has been classified into three broad zones, viz, High, Moderate and Low Seismic Hazard. The High seismic Hazard concentrated in a few places in the western central part of the city. The moderate hazard areas are oriented in NW-SE direction in the Western part. The southern and eastern part will have low seismic hazard. The result of the study may be used as first-hand information in selecting the appropriate earthquake resistant features in designing the forthcoming new buildings against seismic ground motion of the city.

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High-voltage Electron Microscopy: Where it is and where it may be going

Proceedings, annual meeting, Electron Microscopy Society of America ◽

10.1017/s0424820100136775 ◽

1995 ◽

Vol 53 ◽

pp. 80-81

Author(s):

Charles W. Allen

Keyword(s):

Electron Microscopy ◽

High Voltage ◽

Construction Cost ◽

Research Community ◽

High Voltage Electron Microscopy ◽

Voltage Electron ◽

High Voltage Electron ◽

Materials Research

High voltage TEMs were introduced commercially thirty years ago, with the installations of 500 kV Hitachi instruments at the Universities of Nogoya and Tokyo. Since that time a total of 51 commercial instruments, having maximum accelerating potentials of 0.5-3.5 MV, have been delivered. Prices have gone from about a dollar per volt for the early instruments to roughly twenty dollars per volt today, which is not so unreasonable considerinp inflation and vastly improved electronics and other improvements. The most expensive HVEM (the 3.5 MV instrument at Osaka University) cost about 5 percent of the construction cost of the USA's latest synchrotron.Table 1 briefly traces the development of HVEM in this country for the materials sciences. There are now only three available instruments at two sites: the 1.2 MeV HVEM at Argonne National Lab, and 1.0 and 1.5 MeV instruments at Lawrence Berkeley National Lab. Fortunately, both sites are user facilities funded by DOE for the materials research community.

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PEMETAAN DAERAH RENTAN GEMPA BUMI SEBAGAI DASAR PERENCANAAN TATA RUANG DAN WILAYAH DI PROVINSI SULAWESI BARAT

KURVATEK ◽

10.33579/krvtk.v1i2.417 ◽

2017 ◽

Vol 1 (2) ◽

pp. 41-47

Author(s):

Marinda noor Eva

Keyword(s):

Seismic Hazard ◽

Hazard Analysis ◽

Probabilistic Seismic Hazard Analysis ◽

Seismic Hazard Analysis ◽

Probabilistic Seismic Hazard

Penelitian mengenai daerah rawan gempa bumi ini menggunakan Metode Probabilistic Seismic Hazard Analysis (PSHA) di Provinsi Sulawesi Barat, dengan tujuan untuk memetakan tingkat kerawanan bahaya gempa bumi di Kabupaten Mamasa. Penelitian ini menggunakan data kejadian gempa bumi di Pulau Sulawesi dan sekitarnya dari tahun 1900 – 2015. Hasil pengolahan PSHA menggunakan Software Ez-Frisk 7.52 yang menghasilkan nilai hazard di batuan dasar pada kondisi PGA (T = 0,0 sekon), dengan periode ulang 500 tahun dan 2500 tahun berkisar antara (149,54 – 439,45) gal dan (287,18 – 762,81) gal. Nilai hazard di batuan dasar dengan kondisi spektra T = 0,2 sekon untuk periode ulang 500 tahun dan 2500 tahun adalah (307,04 – 1010,90) gal dan (569,48 – 1849,78) gal. Nilai hazard di batuan dasar dengan kondisi spektra T = 1,0 sekon untuk periode ulang 500 tahun dan 2500 tahun diperoleh nilai (118,01 – 265,75) gal dan (223,74 – 510,92) gal. Berdasarkan analisis PSHA, nilai PGA di Provinsi Sulawesi Barat dominan dipengaruhi oleh sumber gempa sesar.

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