Smirt 13 SEISMIC EVALUA TION of EXISTING NUCLEAR FACILITIES

Total Page:16

File Type:pdf, Size:1020Kb

Smirt 13 SEISMIC EVALUA TION of EXISTING NUCLEAR FACILITIES — IOO Reproduced by IAEA XA9952643 - s i SMiRT 13 Post Conference Seminar 16 (Advanced Technology Seminar) SEISMIC EVALUA TION OF EXISTING NUCLEAR FACILITIES PROCEEDINGS OF THE SMiRT 13 POST CONFERENCE SEMINAR NO. 16 organized by the INTERNATIONAL ATOMIC ENERGY AGENCY and the NATIONAL UNIVERSITY OF CORDOBA (ARGENTINA) Iguazu, Argentina August 21 - 23, 1995 NOTE The material in this document has been supplied by the authors and has not been edited by the IAEA. The views expressed remain the responsibility of the named authors and do not necessarily reflect those of the government(s) of the designated Member State(s). In particular, neither the IAEA nor any other organization or body sponsoring the meeting can be held responsible for any material reproduced in this document. / 30-46 DISCLAIMER Portions of this document may be illegible in electronic image products, Images are produced from the best available original document. Reproduced by IAEA Limited Distribution SMiRT 13 Post Conference Seminar 16 (Advanced Technology Seminar) SEISMIC EVALUA TION OF EXISTING NUCLEAR FA CILITIES PROCEEDINGS OF THE SMiRT 13 POST CONFERENCE SEMINAR NO. 16 organized by the INTERNATIONAL ATOMIC ENERGY AGENCY and the NATIONAL UNIVERSITY OF CORDOBA (ARGENTINA) Iguazu, Argentina August 21 -23, 1995 NOTE The material in this document has been supplied by the authors and has not been edited by the IAEA. The views expressed remain the responsibility of the named authors and do not necessarily reflect those of the government(s) of the designated Member State(s). In particular, neither the IAEA nor any other organization or body sponsoring the meeting can be held responsible for any material reproduced in this document. SMiRT-13, POST CONFERENCE SEMINAR No. 16 on "Seismic Evaluation of Existing Nuclear Facilities " ORGANIZERS INSTITUTIONS: * INTERNATIONAL ATOMIC ENERGY AGENCY * NATIONAL UNIVERSITY OF CORDOBA (Argentina) and the sponsorship of: * SCIENCE AND TECHNOLOGY RESEARCH COUNCIL of Cordoba Province (Argentina) ORGANIZING COMMITTEE: Antonio R. GODOY and Aybars GURPINAR International Atomic Energy Agency Division of Nuclear Installation Safety Engineering Safety Section Carlos A. PRATO National University of Cordoba (Argentina) Heki SHIBATA Yokohama National University (Japan) Norbert KRUTZIK Siemens-KWU (Germany) John D. STEVENSON Stevenson and Associates (USA) LOCAL ORGANIZING COMMITTEE: Carlos A. PRATO Department of Structures National University of Cordoba Cordoba, Argentina Ricardo ROCCA National University of Cordoba Cordoba, Argentina Emilio REDOLFI National University of Cordoba Cordoba, Argentina Alejandro GIULIANO National Institute for Seismic Prevention (INPRES) San Juan, Argentina Luis M. ALVAREZ ENACE S.A. Buenos Aires, Argentina PREFACE At the International Atomic Energy Agency the past twenty years has seen the development of an internationally recognized set of nuclear power plant safety standards (NUSS) consisting of 5 codes and 55 safety guides providing basic requirements and recommendations on governmental organization, siting, design, operation, and quality assurance. Since the beginning of the process of standard development, the safety of nuclear power plants in relation to natural external events, mainly earthquakes, had a significant role and a number of the safety guides refer to this topic. Concurrent with the development of NUSS, the past six years has witnessed the increase in the safety review services as an element of Agency's national, regional and interregional technical assistance and co-operation programmes. These review services have the main purpose to assist Member States for the implementation of requirements and recommendations of the IAEA codes and safety guides as well as standards of international practice to ensure consistent and uniform assessment and enhancement of safety. Issues mainly related to the seismic safety of operating nuclear facilities resulted in the organization and performance of more than 120 engineering safety review services between 1989-1996. Thus, after 1991 an increasing activity was carried out regarding the evaluation and upgrading of the seismic safety of former Soviet design nuclear power plants. The vulnerability of WWER type reactors to earthquakes received special attention and consequently a large number of services were provided by the Agency in coordination with other international and national organizations (regulatory bodies, utilities/operators and engineering and consultants firms). Some of the common problems encountered during these revisions led to the initiation of the Coordinated Research Program on "Benchmark study for the seismic analysis and testing of WWER type NPPs" in 1993, with 25 participating institutions from 15 countries. The need to provide transfer of information and experience in the evaluation of seismic safety was recognized by the Member States in a Technical Committee Meeting held in Tokyo, Japan, in August 1991, following the SMiRT-11 International Conference. In that meeting it was emphasized that effective exchange of information is essential for further development of international co-operation in this field. It should also be mentioned that in the programme of SMiRT-11 a special session on IAEA activities was included as part of the national and international research and standard programmes associated with SMiRT. To respond to the request of Member States and to reflect the work done and the experience gained, the Agency organized this post conference seminar on the subject as part of the activities of SMiRT. This is the second time that experts involved in seismic re-evaluation and upgrading of operating nuclear facilities convened to discuss the issues of mutual interest and the experience that they had, first in Vienna in 1993 at the time of SMiRT-12 and then in Iguazu in 1995. We are happy to have had the opportunity to contribute to this effort. Antonio GODOY and Aybars GURPINAR SMiRT-13, POST CONFERENCE SEMINAR No. 16 on "Seismic Evaluation of Existing Nuclear Facilities " CONTENTS OBJECTIVES OF THE SEMINAR 1 SUMMARY 2 KEYNOTE PAPER: "An International Nuclear Safety Regime" 3 Mr. Morris ROSEN Assistant Director General International Atomic Energy Agency SESSION I: "EARTHQUAKE EXPERIENCE AND SEISMIC RE-EVALUATION" (1.1) "Seismic re-evaluation of nuclear facilities worldwide: overview and status" 13 Messrs. J. J. JOHNSON, R. D. CAMPBELL, G. S. HARDY, M. K. RAVINDRA and A. J. HOY (EQE International, USA) (1.2) "On Southern Hyogo Prefecture Earthquake and some related activities in Japan" .. 37 Mr. H. SHIBATA (Yokohama University, Japan) (1.3) "Latur earthquake and its impact on the aseismic design of structures in India" .... 55 Mr. P.C. BASU (Atomic Energy Regulatory Board, India) SESSION II: "COUNTRY EXPERIENCE IN SEISMIC RE-EVALUATION PROGRAMME" (II. 1) "U.S. experience in seismic re-evaluation and verification programs" 77 Mr. J. D. STEVENSON (Stevenson and Associates, USA) (II.2) "A regulatory view of the seismic re-evaluation of existing nuclear power plants in the United Kingdom" 95 Messrs. J. E. INKESTER and P. M. BRADFORD (HSE, HM Nuclear Installations Inspectorate,U.K.) (11.3) "Seismic re-evaluation of French Nuclear Power Plants" 105 Mr. R. ANDRIEU (EdF, France) (11.4) "Nuclear Power Plants - Seismic Review Programme in Spain" Ill Messrs. J. G. SANCHEZ CABANERO and A. JIMENEZ JUAN (Consejo de Seguridad Nuclear, Spain) SESSION III: "GENERIC WWER STUDIES" (III. 1) "Seismic safety of nuclear power plants in Eastern Europe" 129 Messrs. A. GURPINAR and A. GODOY (Division of Nuclear Installation Safety, IAEA) (111.2) "Comparison of ex-USSR norms and current international practice in design of seismicaily resistant nuclear power plants" 155 Mr. M. DAVID (Consulting, Engineering, Czech Republic) and Mr. B. HAUPTENBUCHNER (Technical University Dresden, Germany) (111.3) "Seismic PRA, Approach and Results" 167 Mr. R. D. CAMPBELL (EQE-International, USA) SESSION IV: "ANALYTICAL METHODS FOR SEISMIC CAPACITY RE- EVALUATION" (IV. 1) "Seismic Design of Nuclear Power Plants: Where are we now?" 189 Mr. J. M. ROESSET (The University of Texas at Austin, USA) (IV.2) "Dynamic analysis of WWER type NPPs using different procedures for consideration of soil-structure interaction affects" 207 Messrs. L. HALBRITTER and N. J. KRUTZIK (Siemens-KWU, Germany) (IV.3) "Dynamic analysis of WWER-1000 Nuclear Power Plants" 225 Messrs. A. ASFURA and M. J. JORDANOV (EQE-International, USA) (IV.4) "In-structure spectra generation for Kozloduy NPP, Bulgaria" 243 Mr. M. KOSTOV (CLSMEE, Bulgaria) (IV.5) "Applications of seismic damage hazard analysis for the qualification of existing nuclear and offshore facilities" 251 Messrs. P. BAZZURRO, G.M. MANFREDINI and I. DIAZ MOLINA (D'Appolonia S.p.a., Italy and Argentina) 11 SESSION V: "EXPERIMENTAL METHODS FOR SEISMIC CAPACITY RE- EVALUATION" (V.I) "Full scale dynamic structural testing of Paks NPP" 281 Messrs. E. M. DA RIN and F. P. MUZZI (ISMES Spa, Italy) (V.2) "Full scale dynamic tests of Atucha II NPP" 289 Messrs. T. KONNO and S. UCHIYAMA (KAJIMA, Japan), L. M. ALVAREZ (ENACE SA, Argentina), A. R. GODOY (IAEA), M.A. CEBALLOS and C. A. PRATO (University of Cordoba, Argentina) (V.3) "Experimental and numerical determination of the dynamic properties of the Reactor Building of Atucha II NPP" 311 Messrs. M. A. CEBALLOS, E. J. CAR, T.A. PRATO, C. A. PRATO (University of Cordoba, Argentina), L. M. ALVAREZ (ENACE SA, Argentina), and A.R. GODOY (IAEA) (V.4) "Shaking table testing of mechanical components" 329 Messrs.
Recommended publications
  • Notice of Publications of List of Polling Stations
    [CHAPTER 3, PARA 3.6 (ii) ] NOTICE OF PUBLICATIONS OF LIST OF POLLING STATIONS In pursuance of the provisions of section 25 of the Representation of the People Act, 1951, I R. V. GAME District Election Officer of Osmanabad District in the State /UT of Maharashtra / Returning Officer hereby provide for Parliamentary/Assembly Constituency with the previous approval of the Election Commission, the polling stations specified in the appended list for the polling areas or groups of voters noted against each. District Election Officer/Returning Officer Date:- 27/08/2018 Constituency List of polling stations for 240 -Omerga [Assembly Constituency comprised within the] 40-Osmanabad Parliamentary constituency. Whether for all Serial Locality of Polling voters or men Building in which it will be located Polling Area No. Station only or women only 1 2 3 4 5 1 Arani Z.P.P.S ARANI Arni All voters 2 Kamalapur Z.P.P.S. KAMALPUR Kamalpur All voters 3 Kanegaon Z.P.P.S. KANEGAON EAST SIDE Kanegaon All voters 4 Kanegaon Z.P.P.S. KANEGAON CENTRAL SIDE Kanegaon All voters 5 Kanegaon Z.P.P.S KANEGAON WEST SIDE Kanegaon All voters ANGANWADI NO.6 KANEGAON 6 Kanegaon Kanegaon All voters Z.P.P.S. NEAR 7 Bhatangali Z.P.P.S. BHATANGLI EAST SIDE Bhatagali All voters 8 Bhatangali Z.P.P.S BHATANGLI WEST SIDE Bhatagali All voters 9 Bhatangali Z.P.P.S BHATANGLI WEST SIDE Bhatagali All voters Z.P.C.P.S. KASTI (BU) NEW BUILDING 10 Kasti (bu. ) Kasti Bu All voters EAST SIDE Z.P.C.P.S.KASTI (BU)NEW BUILDING 11 Kasti (bu.
    [Show full text]
  • Human Rights Perspectives of Indian Dalits
    Vol. 11(2), pp. 26-32, July-December 2020 DOI:10.5897/JLCR2020.0316 Article Number: CF4D40964938 ISSN: 2006-9804 Copyright ©2020 Author(s) retain the copyright of this article Journal of Law and Conflict Resolution http://www.academicjournals.org/JLCR Full Length Research Paper Human rights perspectives of Indian Dalits Uttamkumar S. Bagde Department of Law, Faculty of Law, University of Mumbai, Fort, Mumbai 400032, India. Received 21 June, 2020; Accepted 18 August, 2020 Indian institution of inequality is elaborately constructed in the form of caste system which has been in existence since ancient times. Dalits are traditionally lower caste people who are regarded as untouchables and are discriminated socially, economically and politically. Their human rights are regularly violated. Recent cases of Dalit human rights violations include, Jat -Dalit violence case killing 3 Dalits and 13 injured in Rajasthan, in 2015, suicide of Rohit Vemula, a Ph. D. scholar for caste discrimination in Hyderabad Central University in 2016, National crime Record Bureau recorded 33356 cases of rapes during 2018. In Unnao, Uttar Pradesh there was gang rape of 17 year old girl in June 2017 involving BJP leader and MLA and five others. Other Unnao case wherein 23 year old girl was raped, filmed and set on fire while going to court for hearing on 5th December 2019; Dr Payall Tadavi, belonging to a Dalit, Bhil sub caste of Tribal community and a post Graduate student of Topiwala National Medical College and BYZ Nair Hospital Mumbai, Maharashtra committed suicide on May 22nd 2019 as her senior colleagues continuously harassed her on caste basis.
    [Show full text]
  • District Survey Report, Osmanabad
    District Survey Report, Osmanabad (2018) Mining Section-Collectorate, Osmanabad 1 PREFACE District Survey Report has been prepared for sand mining or river bed mining as per the guidelines of the Gazette of India Notification No. S.O.141 (E) New Delhi, Dated 15th January 2016 of Ministry of Environment, Forest and Climate mentioned in Appendix-X. District Environment Impact Assessment Authority (DEIAA) and District Environment Assessment Committee (DEAC) have been constituted to scrutinize and sanction the environmental clearance for mining of minor minerals of lease area less than five hectares. The draft of District Survey Report, Osmanabad is being placed on the website of the NIC Osmanabad for inviting comments/suggestions from the general public, persons, firms and concerned entities. The last date for receipts of the comments/suggestion is twenty one day from the publication of the Report. Any correspondence in this regard may kindly be sent in MS- Office word file and should be emailed to [email protected] or may be sent by post to Member Secretary District level Expert Appraisal Committee Mining Section Collectorate Osmanabad 413 501 2 INDEX Contents Page No. 1. Introduction 4 2. Overview of Mining Activity in the District 7 3. The List of Mining Leases in the District with location, area and period of validity 9 4. Details of Royalty or Revenue received in last three years 10 5. Detail of Production of Sand or Bajari or minor mineral in last three years 10 6. Process of Deposition of Sediments in the rivers of the District 11 7. General Profile of the District 11 8.
    [Show full text]
  • Ret Mah Eng 14.Pdf
    Hindustan Petroleum Corporation Limited proposes to appoint Retail Outlet Dealers in Maharashtra as per following details: Fixed 12 3 45 678 9a9b 10 11 12 ESTIMATED Fee / MIN Finance to be Security 74 Jawalke Ahmednagar Rural 70 ST CFS 35 35 NA NA Draw of Lots NIL 0.5 MONTHLY TYPE Minimum SR REVENUE TYPE DIMENSION arranged by the Mode of Deposit 75 Jeur on SH 60 Ahmednagar Regular 100 SC CFS 40 40 NA NA Draw of Lots NIL 5 LOCATION SALES CATEGORY OF Bid NO DISTRICT OF RO OF SITE applicant Selection (` in POTENTIAL SITE amount 76 Pravaranagar Ahmednagar Rural 70 ST CFS 35 35 NA NA Draw of Lots NIL 0.5 (In Metres)* (` in Lakhs) Lakhs) (KL P.M)# (` in 77 At Vitha Village Ahmednagar Rural 100 ST CFS 40 36 NA NA Draw of Lots NIL 0.5 Lakhs) 78 Jeur Kumbhari on SH 10 Ahmednagar Regular 100 ST CFS 40 40 NA NA Draw of Lots NIL 5 1 2 3 4 5 6 7 8 9a 9b 10 11 12 79 Visapur on SH 10 Ahmednagar Regular 100 SC CFS 40 40 NA NA Draw of Lots NIL 5 SC SC CC-1 Upto 5 Kms from Ahmednagar SC CC-2 80 Co-Operative Bank, Newasa Branch Ahmednagar Regular 100 ST CFS 40 40 NA NA Draw of Lots NIL 5 Estimated ST towards Shrirampur on SH 44 CC / fund ST CC-1 DC/ required for 81 Morwadi Ahmednagar Rural 70 ST CFS 35 35 NA NA Draw of Lots NIL 0.5 Regular MS+HSD ST CC-2 For Draw of Lots / CL/ Frontage Depth development From Ellora Bhosale Chowk towards / Rural in Kls OBC eligibility Bidding 82 Aurangabad Regular 200 SC CFS 45 50 NA NA Draw of Lots NIL 5 CFS of Kasabkheda on LHS upto 3 Km OBC CC-1 infrastructure OBC CC-2 Dhupkheda, on SH-30, Aurangabad - for RO 83 Aurangabad
    [Show full text]
  • PRIDE India Annual Report 2012-13
    Content Board of Trustees ................................................................................................. 1 Message from the Trustee / Chief Functionary .................................................. 2 Our Vision & Mission ............................................................................................ 4 Our Areas of Work ................................................................................................ 5 An Overview .......................................................................................................... 6 Child Centric Holistic Development Program ................................... 8 The Early Child Care & Development (ECCD) .................................................... 10 Education ............................................................................................................ 12 Child Protection and Participation ..................................................................... 14 Women Empowerment ....................................................................................... 16 Livelihood ............................................................................................................ 18 Child Sponsorship Program ............................................................................... 20 Sastur Project of Action Research Services through Hospital (SPARSH) ...... 22 In Patient and Out Patient Services ................................................................... 24 Reproductive and Child Health Services ..........................................................
    [Show full text]
  • Quaternary Geology and Geomorphology of Terna River Basin in West Central India
    Quaternary Science Journal GEOZON SCIENCE MEDIA Volume 61 / Number 2 / 2012 / 156–167 / DOI 10.3285/eg.61.2.04 ISSN 0424-7116 E&G www.quaternary-science.net Quaternary Geology and Geomorphology of Terna River Basin in West Central India Mohammad Babar, Radhakrishna Chunchekar, Madhusudan G. Yadava, Bhagwan Ghute How to cite: Babar, Md., Chunchekar, R.V., Yadava, M.G., Ghute, B.B. (2012): Quaternary Geology and Geomorphology of Terna River Basin in West Central India. – E&G Quaternary Science Journal, 61 (2): 159–168. DOI: 10.3285/eg.61.2.04 Abstract: This paper presents the morphostratigraphy, lithostratigraphy and sedimentary structures of Terna River basin in the Deccan Ba- saltic Province (DBP) of West Central India. These Quaternary deposits have been divided into three informal formations (i) dark grey silt formation – Late Holocene, (ii) Light grey silt formations – Early Holocene, (iii) Dark grayish brown silt formation – Late Pleistocene with the older Quaternary Alluvial deposits of Upper Pleistocene age. The fine clay and silt formations in the lower reaches reflect that the streams are of low gradient and more sinuous. The river shows evidences of channel movement by avulsion, largely controlled by lineaments. Palaeo-levees, in the form 4–5 m high ridges exist along the Terna River floodplain, specifically in the Ter, Killari, Sastur, Dhuta and Makni villages. Several lineaments occur along NE-SW, NW-SE, E-W and WNW-ESE directions, which control the basement structure in the study area. The values of the Topographic Sinuosity Index (TSI) indicate rejuvenation of the area leading to the dominance of topography on the sinuosity of the river channels.
    [Show full text]
  • 240 Omerga English
    ANNEXURE 3 (CHAPTER -II, PARA 2.7.1) LIST OF POLLING STATIONS For OMERGA 240 (Assembly Constituency comprised within the Osmanabad - 40 Parliamentary Constituency. Remarks Whether Whether there for all Total Total distance that Sr No of is a separate voters Area of the polling Number of a voter will have to Polling Locality Building in which it will be located entrance and Polling* Areas or men areas(Sq.Mt) Voters travel to reach the station exit if not only or assigned station (km) reasons women only 1 2 3 4 5 6 7 8 9 10 1 Arni Z.P.P.S. Arani 20 No Arni All 1146 0.05 2 Kamalpur Z.P.P.S. Kamalapur 20 No Kamalpur All 544 0.05 3 Kanegaon Z.P.P.S. Kanegav East Side 20 No Kanegaon All 1150 0.05 4 Kanegaon Z.P.P.S. Kanegav Central Side 20 No Kanegaon All 827 0.05 5 Kanegaon Z.P.P.S. Kanegav West Side 20 No Kanegaon All 971 0.05 6 Kanegaon Anganavadi Kra. 6 Kanegav G. P. Sha. Javal 20 No Kanegaon All 999 0.05 7 Bhatagali Z. P. P.S. Bhatangali East Side 20 No Bhatagali All 1108 0.05 8 Bhatagali Z. P. P.S. Bhatangali West Side 20 No Bhatagali All 611 0.05 9 Bhatagali Z. P. P.S. Bhatangali West Side 20 No Bhatagali All 586 0.05 10 Kasti Bu Z.P.C.P.S. Kasti (bu) New Building East Side 20 No Kasti Bu All 1101 0.05 11 Kasti Bu Z.P.C.P.S.
    [Show full text]
  • Osmanabad Sr
    Osmanabad Sr. CC / File No. Name of Waqf Institutions Reg. No. Address Village Talluka Dist No. GG Graveyard and Dargah Hazrath 1 OSD/423/2012 Nil MSBW/OSD/999/2015 Patsangvi Bhum OSD Malik Saheb Osmanaba 2 OSD/721/2010 Grave Yard Nil MSBW/OSD/998/2015 Padsap Palsap OSD d Osmanaba 3 OSD/722/2010 Dargah Nil MSBW/OSD/997/2015 Padsap Palsap OSD d Masjid, Grave Sayed Samudrawa Osmanaba 4 OSD/741/2010 Nil MSBW/OSD/996/2015 OSD Aminuddin & Grave Yard ni d Osmanaba 5 OSD/742/2010 Chilla Nil MSBW/OSD/995/2015 Sonji Sanja OSD d West side of the village in Wadgaon 6 OSD/601/2012 Graveyard and Chilla Peer Nil MSBW/OSD/994/2015 Kalamb OSD gaothan lands (Jagir) Osmanaba 7 OSD/650/2010 Graveyard Nil MSBW/OSD/993/2015 Wagholi OSD d Situated in Survey No. 28 GG.A- 8 OSD/142/2013 Graveyard MSBW/OSD/992/2015 owned by Police Patil, Makai Makani Lohara OSD 92 (Umarga) Graveyard of Sultan GG.A- 9 OSD/101/2013 Mohiuddin, Chilla Dawal MSBW/OSD/991/2015 Situated in Gaothan Gunjuti Umarga OSD 41 Malik 10 OSD/454/2012 Graveyard Nil MSBW/OSD/990/2015 Washi Washi OSD Kolsoor 11 OSD/1119/2007 Dargah Raja Shah Saheb Nil MSBW/OSD/99/2008 Umarga OSD Kalyani 12 OSD/453/2012 Graveyard Nil MSBW/OSD/989/2015 Washi Washi OSD 13 OSD/452/2012 Graveyard Nil MSBW/OSD/988/2015 Washi Washi OSD 14 OSD/451/2012 Graveyard Nil MSBW/OSD/987/2015 Washi Washi OSD Ashoor khana Mulla 15 OSD/946/2009 Nil MSBW/OSD/986/2015 Bhoom Bhum Bhum OSD (delapidated) 16 OSD/450/2012 Masjid Nil MSBW/OSD/985/2015 Wanjarwadi Bhum OSD Osmanaba 17 OSD/711/2010 Grave Peer & Graveyard Nil MSBW/OSD/984/2015
    [Show full text]
  • The Prime Necessities of Human Beings Are Food, Clothing and Shelter and Housing Cooperative Is an Essential for Human Existence As Much Food and Clothing
    The prime necessities of human beings are food, clothing and shelter and housing cooperative is an essential for human existence as much food and clothing. Housing is a significant subject having a concern with a common man. One of the important problems faced by India is the housing problem. The reasons are varied, like tremendous growth in population, migration from rural to urban areas. Highly speculative trend in the cost of land, weakening of joint family system thus creating a requirement of a separate house for each family unit etc. Co-operative housing emerged as a strong, well organized and significant in order to. Solve the housing problem of common man. These are legally established association of persons and are democratically controlled by the members. The working group on housing co-operatives has therefore said that, “co- operative activity is the best means of providing decent houses at reasonable costs to persons, particularly of low and middle income groups.’’ Definition of Housing Co-operatives "Co-operative housing society" means a society of persons- (a) which is formed for all or any of the objects referred to in section five of the act 1958; (b) which has under its rules a share capital divided into equal shares of one or more classes and not being preferential shares; and (c) which under its rules is to terminate on a specified date or when a specified object is attained or a specified event occurs- but does not include a Starr-Bowkett society, that is to say, a society in which the order of advances to members is determined either solely or partly by the drawing of lots; OR A housing Co-operative is also defined as “an association run along with co-operative principles (Voluntary membership, democratic member control, member economic participation, autonomy and independence, education, training and information, co-operation among co-operators and concern for community.)”.
    [Show full text]
  • Latur Earthquake and Its Impact on the Aseismic Design of Structures in India
    PROCEEDINGS OF SMiRT-13-POST CONFERENCE SEMINAR-16 SEISMIC EVALUATION OF EXISTING NUCLEAR FACILITIES LATUR EARTHQUAKE AND ITS IMPACT ON THE ASEISMIC DESIGN OF STRUCTURES IN INDIA P.C. BASU XA9952647 Atomic Energy Regulatory Board, INDIA ABSTRACT : The Latur earthquake occurred on September 30, 1995. The epicentre was located near the Killari village of Latur District which is situated in the stable continental region of Southern Peninsular India. The earthquake caused a wide range of damage though its magnitude (MS) was 6.4. Intensive damage survey was carried out and a number of geophysical and seismological studies had been undertaken. It was been concluded from the results, available so far from these studies, that the hypocentre of the earthquake was on the lineament dipping NW-SE. The rock matrix in the hypocentral region was weakened due to the presence of fluid and rupture of this weak region caused the event. The ground motion produced by the earthquake was of complex nature comprising of horizontal and vertical component. The ground acceleration in the epicentral region was estimated as 0.2 g. Latur earthquake raised several issues with respect to aseismic design of structures in India which need further deliberation. These issues are related to seismic zoning of India, determination of design basis ground motion, design/ detailing of structures, etc. INTRODUCTION Latur Earthquake occurred in the early morning of 30th September, 1993. The epicenter of the earthquake is located in the Latur District of Maharashtra State, India. The epicentral area falls in the Southern Peninsular India known to be seismically stable. The event was preceded by several foreshocks and followed by a number of aftershocks.
    [Show full text]
  • 09-02-18 Page 1
    Page 1 Date:- 09-02-18 MAHARASHTRA STATE ELECTRICITY DISTRIBUTION CO. LTD Feederwise Load Information for All Feeders From 29-JUN-17 and 05-JUL-17 LATUR ZONE, LATUR[068] OSMANBAD CIRCLE[667] OSMANABAD DIVISION[684] BHOOM (R) S/DN[428] BU 2640 Substation No/ Name :- 194059 / 33/11 KV WALWAD S/S Feeder No / Name : 201 / 11 KV WALWAD AG AG Feeder with SDT Feeder KV- 11 / OUTGOING DATE 30-JUN-17 HR Load (MW) 16 1.2803 Max 1.2803 Min 1.2803 Avg 1.2803 E:\MAIN\SSFDR\REPORTS\All_FEEDERS.RDF Page 2 Date:- 09-02-18 MAHARASHTRA STATE ELECTRICITY DISTRIBUTION CO. LTD Feederwise Load Information for All Feeders From 29-JUN-17 and 05-JUL-17 LATUR ZONE, LATUR[068] OSMANBAD CIRCLE[667] OSMANABAD DIVISION[684] BHOOM (R) S/DN[428] BU 2640 Substation No/ Name :- 194059 / 33/11 KV WALWAD S/S Feeder No / Name : 203 / Walwad GFSS Gaothan Feeder Feeder KV- 11 / OUTGOING DATE 30-JUN-17 HR Load (MW) 16 .2286 Max .2286 Min .2286 Avg .2286 E:\MAIN\SSFDR\REPORTS\All_FEEDERS.RDF Page 3 Date:- 09-02-18 MAHARASHTRA STATE ELECTRICITY DISTRIBUTION CO. LTD Feederwise Load Information for All Feeders From 29-JUN-17 and 05-JUL-17 LATUR ZONE, LATUR[068] OSMANBAD CIRCLE[667] OSMANABAD DIVISION[684] BHOOM (R) S/DN[428] BU 2640 Substation No/ Name :- 194068 / 33/11 KV SUKTA S/S Feeder No / Name : 201 / 11 KV SUKTA FEEDER Single Phasing Feeders Feeder KV- 11 / OUTGOING DATE 29-JUN-17 30-JUN-17 HR Load (MW) Load (MW) 1 .3048 .2286 2 .3429 .2286 3 .3239 .3429 4 .362 .4954 5 .381 .5716 6 .5335 .6478 7 .6097 .6859 8 .6478 .724 9 .5335 .5716 10 .9431 11 .0086 .8916 12 .0114 .9431 13 1.0059 .9878 14 1.0059 1.004 15 1.0631 1.0202 16 1.1317 .9831 17 .8886 1.004 18 .3429 .3048 19 .4763 .4382 20 .6859 .6859 21 .6478 .6097 22 .5716 .5335 23 .381 .4001 24 .3048 .3048 Max 1.1317 1.0202 Min .0086 .2286 Avg .5463 .6479 E:\MAIN\SSFDR\REPORTS\All_FEEDERS.RDF Page 4 Date:- 09-02-18 MAHARASHTRA STATE ELECTRICITY DISTRIBUTION CO.
    [Show full text]
  • The Maharashtra, India Earthquake of September 30, 1993
    University of South Florida Scholar Commons Louis de la Parte Florida Mental Health Institute FMHI Publications (FMHI) 1-1-1995 Self organization in disaster response and recovery: The ahM arashtra, India Earthquake of September 30, 1993 Louise K. Comfort Follow this and additional works at: http://scholarcommons.usf.edu/fmhi_pub Part of the Mental and Social Health Commons Scholar Commons Citation Comfort, Louise K., "Self organization in disaster response and recovery: The ahM arashtra, India Earthquake of September 30, 1993" (1995). FMHI Publications. Paper 42. http://scholarcommons.usf.edu/fmhi_pub/42 This Article is brought to you for free and open access by the Louis de la Parte Florida Mental Health Institute (FMHI) at Scholar Commons. It has been accepted for inclusion in FMHI Publications by an authorized administrator of Scholar Commons. For more information, please contact [email protected]. JJAZARQ HOUSE (O~, SELF ORGANIZATION IN DISASTER RESPONSE AND RECOVERY: The Maharashtra, India Earthquake of September 30, 1993 . By Louise K. Comfort :x: > $; QUICK RESPONSE RESEARCH REPORT #74 c ::c: o 1995 c: u> rrt 8 -0 -< The views expressed in this report are those of the authors and not necessarily those of the Natural Hazards Center or the University of Colorado. SELF ORGANIZATION IN DISASTER RESPONSE AND RECOVERY: The Maharashtra, India Earthquake of September 30, 1993 By Louise K. Comfort QUICK RESPONSE RESEARCH REPORT #74 1995 ... rt f the Natural Hazards . This publicatIon I~ p~ 0 I formation Center's ongomg Research & Applications ~ Report Series. Quick Response Researc http://wV.NI. colorado. edu/hazards The views expressed in this report are those of the authors and not necessarily those of the Natural Hazards Center or the University of Colorado.
    [Show full text]