ZDPR Part-A.Pdf

Total Page:16

File Type:pdf, Size:1020Kb

ZDPR Part-A.Pdf CANADA | INDIA | AFRICA | MIDDLE EAST CANADA | INDIA | AFRICA | MIDDLE EAST TUDA MASTER PLAN & ZONAL DEVELOPMENT PLANS, 2040 Page | i CANADA | INDIA | AFRICA | MIDDLE EAST TUDA MASTER PLAN & ZONAL DEVELOPMENT PLANS, 2040 This is a zoning and development promotions regulations document prepared as part of the Master Plan & Zonal Development Plans 2040 for Tirupati Urban Development Authority Region. The plans are to be read along with this document for better understanding of land use zoning system. Part-B of the document consists of all relevant Annexures. Page | ii TUDA MASTER PLAN & ZONAL DEVELOPMENT PLANS, 2040 This page left intentionally blank Page | iii TUDA MASTER PLAN & ZONAL DEVELOPMENT PLANS, 2040 Contents 1. SHORT TITLE, COMMENCEMENT & DEFINITIONS ......................................................................................... 1 1.1 Short Title ............................................................................................................................................... 1 1.2 Extent ..................................................................................................................................................... 1 1.3 Commencement ..................................................................................................................................... 1 1.4 General Provisions .................................................................................................................................. 1 1.4.1 Applicability of Regulations ...................................................................................................... 1 1.4.2 Interpretation........................................................................................................................... 1 1.4.3 Penalties ................................................................................................................................... 2 1.5 Definitions .............................................................................................................................................. 2 1.5.1 Act ............................................................................................................................................ 2 1.5.2 Access ....................................................................................................................................... 2 1.5.3 Accessory Building ................................................................................................................... 2 1.5.4 Accessory Use .......................................................................................................................... 2 1.5.5 Addition and/or alteration ....................................................................................................... 2 1.5.6 Agricultural Use ........................................................................................................................ 2 1.5.7 Air Port Reference Point .......................................................................................................... 3 1.5.8 Amenity .................................................................................................................................... 3 1.5.9 Applicant .................................................................................................................................. 3 1.5.10 Application ............................................................................................................................... 3 1.5.11 Approach road ......................................................................................................................... 3 1.5.12 Approved .................................................................................................................................. 3 1.5.13 Auditorium ............................................................................................................................... 3 1.5.14 Authority .................................................................................................................................. 3 1.5.15 Authority having jurisdiction .................................................................................................... 3 1.5.16 Balcony ..................................................................................................................................... 4 1.5.17 Balustrade ................................................................................................................................ 4 1.5.18 Barsati ...................................................................................................................................... 4 1.5.19 Basement/Cellar....................................................................................................................... 4 1.5.20 Buffer area ............................................................................................................................... 4 1.5.21 Builder/ Developer means, ...................................................................................................... 4 1.5.22 Building .................................................................................................................................... 5 1.5.23 Building Height ......................................................................................................................... 7 1.5.24 Building Line ............................................................................................................................. 8 1.5.25 Building set back ...................................................................................................................... 8 1.5.26 Canopy ..................................................................................................................................... 8 1.5.27 Carpet area............................................................................................................................... 8 1.5.28 Cesspool ................................................................................................................................... 8 1.5.29 Chajja/ Cornice/ Sun-shade ...................................................................................................... 8 1.5.30 Chimney ................................................................................................................................... 8 1.5.31 Chowk or Courtyard ................................................................................................................. 8 1.5.32 Common areas mean: .............................................................................................................. 8 1.5.33 Competent Authority ............................................................................................................... 9 1.5.34 Contour .................................................................................................................................... 9 1.5.35 Contour interval ....................................................................................................................... 9 1.5.36 Conversion ............................................................................................................................... 9 1.5.37 Corner site ................................................................................................................................ 9 1.5.38 Corridor .................................................................................................................................... 9 1.5.39 Council...................................................................................................................................... 9 1.5.40 Covered Area............................................................................................................................ 9 Page | iv TUDA MASTER PLAN & ZONAL DEVELOPMENT PLANS, 2040 1.5.41 Cul-de-sac ............................................................................................................................... 10 1.5.42 Density ................................................................................................................................... 10 1.5.43 Development .......................................................................................................................... 10 1.5.44 Development Charges ............................................................................................................ 10 1.5.45 Development Plan .................................................................................................................. 10 1.5.46 Deviation ................................................................................................................................ 10 1.5.47 Drain ....................................................................................................................................... 10 1.5.48 Drainage ................................................................................................................................. 10 1.5.49 Dwelling ................................................................................................................................. 11 1.5.50 Dwelling Unit .......................................................................................................................... 11 1.5.51 Energy Conservation Building Code or ECBC ........................................................................
Recommended publications
  • Resurrection from Bunkers and Data Centers Adam Fish and Bradley L
    Resurrection from Bunkers and Data Centers Adam Fish and Bradley L. Garrett Abstract Bunkers are imposing physical objects that reveal surprising insights into how humans attempt to control time. This brief article investigates how concepts of time are structured through the architectural form by comparing two types: bunkers built to preserve human life and bunkers built to preserve data, or data centers. Though these two bunkers differ in what they seek to protect, each hinges on resurrection. In other words, the success of the bunker requires the emergence of its contents (people and/or data) at some point in the future. Where emergence is premature or never takes place, the temporality of the bunker is interrupted, rendering its materiality moot; unplanned interruptions may have serious consequences for life and death. Introduction: Materiality → Temporality ‘If our planet remains a self-sustaining environment, how nice for everyone and how bloody unlikely,’ she said. ‘Either way, the subterrane is where the advanced model realizes itself. This is not submission to a set of difficult circumstances. This is simply where the human endeavor has found what it needs.’ -Don Delillo (2016: 339) The bunker is a securitized storage space that bodies, objects, and materialized information enter in defense against anticipated threat. The mountain or cliff cave was humanity’s prehistoric bunker - a geological gift of sanctuary - where our ancestors lived, stored food, and buried their dead. Bunker development, from excavation and underground construction, co-evolved with agricultural sedentarism to protect grain, living people, and stored riches, with these bunkers always outliving their harboured artifacts, and the people who built them.
    [Show full text]
  • Fire Service Features of Buildings and Fire Protection Systems
    Fire Service Features of Buildings and Fire Protection Systems OSHA 3256-09R 2015 Occupational Safety and Health Act of 1970 “To assure safe and healthful working conditions for working men and women; by authorizing enforcement of the standards developed under the Act; by assisting and encouraging the States in their efforts to assure safe and healthful working conditions; by providing for research, information, education, and training in the field of occupational safety and health.” This publication provides a general overview of a particular standards- related topic. This publication does not alter or determine compliance responsibilities which are set forth in OSHA standards and the Occupational Safety and Health Act. Moreover, because interpretations and enforcement policy may change over time, for additional guidance on OSHA compliance requirements the reader should consult current administrative interpretations and decisions by the Occupational Safety and Health Review Commission and the courts. Material contained in this publication is in the public domain and may be reproduced, fully or partially, without permission. Source credit is requested but not required. This information will be made available to sensory-impaired individuals upon request. Voice phone: (202) 693-1999; teletypewriter (TTY) number: 1-877-889-5627. This guidance document is not a standard or regulation, and it creates no new legal obligations. It contains recommendations as well as descriptions of mandatory safety and health standards. The recommendations are advisory in nature, informational in content, and are intended to assist employers in providing a safe and healthful workplace. The Occupational Safety and Health Act requires employers to comply with safety and health standards and regulations promulgated by OSHA or by a state with an OSHA-approved state plan.
    [Show full text]
  • Power Substation Construction and Ventilation System Co-Designed Using Particle Swarm Optimization
    energies Article Power Substation Construction and Ventilation System Co-Designed Using Particle Swarm Optimization Jau-Woei Perng 1, Yi-Chang Kuo 1,2,* , Yao-Tsung Chang 2 and Hsi-Hsiang Chang 2 1 Department of Mechanical and Electro-Mechanical Engineering, National Sun Yat-sen University, Kaohsiung 80424, Taiwan; [email protected] 2 Taiwan Power Company Southern Region Construction Office, Kaohsiung 81166, Taiwan; [email protected] (Y.-T.C.); [email protected] (H.-H.C.) * Correspondence: [email protected]; Tel.: +886-3676901 Received: 19 February 2020; Accepted: 21 April 2020; Published: 6 May 2020 Abstract: This study discusses a numerical study that was developed to optimize the ventilation system in a power substation prior to its installation. We established a multiobjective particle swarm optimizer to identify the best approach for simultaneously improving, first, the ventilation performance considering the most appropriate inlet size and outlet openings and second, the reduction of the synthetic noise of the ventilation and power consumption from the exhaust fan equipment and its operation. The study used building information modeling to construct indoor and outdoor models of the substation building and verified the overall performance using ANSYS FLUENT 18.0 software to simulate the air velocity and air temperature distribution within the building. Results show that the exhaust fan of the B1F cable finishing room and the 23 kV gas insulated switchgear (GIS) room optimize the reduction of horsepower by approximately 1 Hp and 0.5 Hp. The combined noise is reduced by 4 dBA and 2 dBA; the exhaust fan runs for 30 min, and the two equipment rooms can cool down by 2.9 ◦C and 1.7 ◦C, respectively.
    [Show full text]
  • Underground Mining Methods and Equipment - S
    CIVIL ENGINEERING – Vol. II - Underground Mining Methods and Equipment - S. Okubo and J. Yamatomi UNDERGROUND MINING METHODS AND EQUIPMENT S. Okubo and J. Yamatomi University of Tokyo, Japan Keywords: Mining method, underground mining, room-and-pillar mining, sublevel stoping, cut-and-fill, longwall mining, sublevel caving, block caving, backfill, support, ventilation, mining machinery, excavation, cutting, drilling, loading, hauling Contents 1. Underground Mining Methods 1.1. Classification of Underground Mining Methods 1.2. Underground Operations in General 1.3. Room-and-pillar Mining 1.4. Sublevel Stoping 1.5. Cut-and-fill Stoping 1.6. Longwall Mining 1.7. Sublevel Caving 1.8. Block Caving 2. Underground Mining Machinery Glossary Bibliography Biographical Sketches Summary The first section gives an overview of underground mining methods and practices as used commonly in underground mines, including classification of underground mining methods and brief explanations of the techniques of room-and-pillar mining, sublevel stoping, cut-and-fill, longwall mining, sublevel caving, and block caving. The second section describes underground mining equipment, with particular focus on excavation machinery such as boomheaders, coal cutters, continuous miners and shearers. 1. UndergroundUNESCO Mining Methods – EOLSS 1.1. Classification of Underground Mining Methods Mineral productionSAMPLE in which all extracting operations CHAPTERS are conducted beneath the ground surface is termed underground mining. Underground mining methods are usually employed when the depth of the deposit and/or the waste to ore ratio (stripping ratio) are too great to commence a surface operation. Once the economic feasibility has been verified, the most appropriate mining methods must be selected according to the natural/geological conditions and spatial/geometric characteristics of mineral deposits.
    [Show full text]
  • Indian Society of Engineering Geology
    Indian Society of Engineering Geology Indian National Group of International Association of Engineering Geology and the Environment www.isegindia.org List of all Titles of Papers, Abstracts, Speeches, etc. (Published since the Society’s inception in 1965) November 2012 NOIDA Inaugural Edition (All Publications till November 2012) November 2012 For Reprints, write to: [email protected] (Handling Charges may apply) Compiled and Published By: Yogendra Deva Secretary, ISEG With assistance from: Dr Sushant Paikarai, Former Geologist, GSI Mugdha Patwardhan, ICCS Ltd. Ravi Kumar, ICCS Ltd. CONTENTS S.No. Theme Journal of ISEG Proceedings Engineering Special 4th IAEG Geology Publication Congress Page No. 1. Buildings 1 46 - 2. Construction Material 1 46 72 3. Dams 3 46 72 4. Drilling 9 52 73 5. Geophysics 9 52 73 6. Landslide 10 53 73 7. Mapping/ Logging 15 56 74 8. Miscellaneous 16 57 75 9. Powerhouse 28 64 85 10. Seismicity 30 66 85 11. Slopes 31 68 87 12. Speech/ Address 34 68 - 13. Testing 35 69 87 14. Tunnel 37 69 88 15. Underground Space 41 - - 16. Water Resources 42 71 - Notes: 1. Paper Titles under Themes have been arranged by Paper ID. 2. Search for Paper by Project Name, Author, Location, etc. is possible using standard PDF tools (Visit www.isegindia.org for PDF version). Journal of Engineering Geology BUILDINGS S.No.1/ Paper ID.JEGN.1: “Excessive settlement of a building founded on piles on a River bank”. ISEG Jour. Engg. Geol. Vol.1, No.1, Year 1966. Author(s): Brahma, S.P. S.No.2/ Paper ID.JEGN.209: “Geotechnical and ecologial parameters in the selection of buildings sites in hilly region”.
    [Show full text]
  • Reasonable Paths of Construction Ventilation for Large-Scale Underground Cavern Groups in Winter and Summer
    sustainability Article Reasonable Paths of Construction Ventilation for Large-Scale Underground Cavern Groups in Winter and Summer Jianchun Sun 1, Heng Zhang 1,2,*, Muyan Huang 3, Qianyang Chen 1 and Shougen Chen 1 1 Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, School of civil Engineering, Southwest Jiaotong University, Chengdu 610031, China; [email protected] (J.S.); [email protected] (Q.C.); [email protected] (S.C.) 2 School of Engineering, University of Warwick, Coventry CV4 7AL, UK 3 Institute of Foreign Languages, Sichuan Technology and Business University, Meishan 620000, China; [email protected] * Correspondence: [email protected]; Tel.: +86-028-8763-4386 Received: 19 September 2018; Accepted: 15 October 2018; Published: 18 October 2018 Abstract: Forced ventilation or newly built vertical shafts are mainly used to solve ventilation problems in large underground cavern groups. However, it is impossible to increase air supply due to the size restriction of the construction roadway, resulting in ventilation deterioration. Based on construction of the Jinzhou underground oil storage project, we proposed both a summer ventilation scheme and winter ventilation scheme, after upper layer excavation of the cavern is completed and connected with the shaft. A three-dimensional numerical model validated with field test data was performed to investigate air velocity and CO concentration. Fan position optimization and the influence of temperature difference on natural ventilation were discussed. The results show that CO concentration in the working area of the cavern can basically drop to a safe value of 30 mg/m3 in air inlet and exhaust schemes after 10 min of ventilation.
    [Show full text]
  • Vijayawada Delhi Lucknow Lifetime Highs Bhopal Raipur Chandigarh and Digital Fraud Is Over Bhubaneswar Ranchi Dehradun Hyderabad *Late City Vol
    Follow us on: @TheDailyPioneer facebook.com/dailypioneer RNI No.APENG/2018/764698 Established 1864 ANALYSIS 7 MONEY 8 SPORTS 11 Published From RED-FLAGGING ONLINE SENSEX, NIFTY SCALE INDIA’S WAIT VIJAYAWADA DELHI LUCKNOW LIFETIME HIGHS BHOPAL RAIPUR CHANDIGARH AND DIGITAL FRAUD IS OVER BHUBANESWAR RANCHI DEHRADUN HYDERABAD *LATE CITY VOL. 3 ISSUE 262 VIJAYAWADA, FRIDAY, AUGUST 6, 2021; PAGES 12 `3 *Air Surcharge Extra if Applicable SURYA SETS NEW TREND, SIGNS 4-FILM DEAL WITH AMAZON { Page 12 } www.dailypioneer.com Crest gate of Pulichitala Dahiya wins Olympic silver; Hockey sheds Ravi Kumar Dahiya is a project washed away remarkable wrestler! His fighting horrors of past for bronze spirit and tenacity are outstanding. n Congratulations to him for Flash flood alert sounded in Krishna low-lying areas n winning the Silver Medal at PNS TOKYO #Tokyo2020. India takes great PNS n VIJAYAWADA/ GUNTUR Maybe I was pride in his accomplishments. India's newest wrestling star — NARENDRA MODI In an unexpected incident, the Ravi Dahiya picked up an good enough for Prime Minister of India 16th number hydraulic operated impressive silver on his Olympic silver only this crest gate of the project got broken debut but the country was left and washed away when engineers emotionally stirred by its lion- time, will try for were operating the gate to lift it to hearted men's hockey team play- discharge floodwater in the wee ers who secured a bronze that gold in Paris: Ravi hours on Thursday. The washed away four decades of Dahiya1 Pulichintala project is located pain and disappointment that upstream of the Prakasam barrage.
    [Show full text]
  • SFD Promotion Initiative Tirupati India
    SFD Promotion Initiative Tirupati India Draft Report This SFD Report was created through desk-based research by Gesellschaft für Internationale Zusammenarbeit (GIZ) as part of the SFD Promotion Initiative. Date of production: 16/01/2016 Last update: 13/04/2016 SFD Report Tirupati, India 2016 Produced by: Roeder, L. ©Copyright All SFD Promotion Initiative materials are freely available following the open-source concept for capacity development and non-profit use, so long as proper acknowledgement of the source is made when used. Users should always give credit in citations to the original author, source and copyright holder. This Executive Summary and SFD Report are available from: www.sfd.susana.org Tirupati Executive Summary Produced by: GIZ India 1. The Diagram 2. Diagram information 3. General city information Desk or field based: Tirupati is situated in Chittoor district in the southern of the state of Andhra Pradesh. The This SFD followed the desk-based approach. town is administered by the Municipal Produced by: Corporation of Tirupati (MCT) and is divided into 36 wards. This SFD is prepared by Lasse Roeder with 2 the support from Rahul Sharma, Varsha The city covers an area of about 27 km with a Venugopal and Kanchi Nagasreenivas (all total population of just under 375,000 (Census GIZ). 2011, GIZ 2014). The current decadal growth rate lies at 26 %, which results in a population Status: growth of 2.3 % per year (GIZ 2014). The town This is a draft SFD. is a pilgrimage center and attracts a total diurnal floating population of about 55,000. Date of production: During religious festivals the diurnal floating population exceeds 100,000 (MCT 2011).
    [Show full text]
  • ATP 3-21.51 Subterranean Operations
    ATP 3-21.51 Subterranean Operations 129(0%(5 2019 DISTRIBUTION RESTRICTION: Approved for public release; distribution is unlimited. This publication supersedes ATP 3-21.51, dated 21 February 2018. Headquarters, Department of the Army This publication is available at the Army Publishing Directorate site (https://armypubs.army.mil), and the Central Army Registry site (https://atiam.train.army.mil/catalog/dashboard) *ATP 3-21.51 Army Techniques Publication Headquarters No. 3-21.51 Department of the Army Washington, DC, 1RYHPEHr 2019 Subterranean Operations Contents Page PREFACE..................................................................................................................... v INTRODUCTION ........................................................................................................ vii Chapter 1 SUBTERRANEAN ENVIRONMENT ......................................................................... 1-1 Attributes of a Subterranean System ........................................................................ 1-1 Functionality of Subterranean Structures .................................................................. 1-1 Subterranean Threats, Hazards, and Risks .............................................................. 1-2 Denial and Deception ................................................................................................ 1-6 Categories of Subterranean Systems ....................................................................... 1-9 Construction of Subterranean Spaces and Structures ...........................................
    [Show full text]
  • Drilled Shaft Construction at Crownpoint, New Mexico
    DRILLED SHAFT CONSTRUCTION AT CROWNPOINT, NEW MEXICO by Hassell E. Hunter Senior Staff Engineer Production Engineering Services Conoco Inc., Houston, Texas ABSTRACT The Wyoming Mineral-Conoco Crownpoint Project represents the rirst time that big bole drilling has been exclusively used to develop totally a privately financed mine below a depth of 1000 feet. Three shafts, one ten feet in diameter and two six feet in diameter, were successfully drilled to depths of 22431, 2188' and 2188' respectively and cased with hydrostatic designed steel casing. The largest shaft is to be used to handle muck and water from station excavation and enlargement of the other two shafts. A reverse circulation system with potassium chloride base mud was used for drilling. The mud was cleaned by settling in steel lined tanks With assistance by cyclone type separators. Deviation was monitored by gyroscopic surveying at 30 foot intervals and did not exceed 16 inches off plumb. Casing was designed to withstand hydrostatic pressures with a 1.5 safety factor to the large shaft and 1.25 safety. factor for the smaller Shafts. All casing welds were x-ray tested prior to lowering the casing in the hole. Cementing the annular space completed the operation. The total time to mobilize, drill and move off the three shafts was 363 days. The drilling operation was completed ahead of schedule and under budget. INTRODUCTION The Crownpoint Project is a joint venture between Wyoming Mineral Corporation and Conoco Inc. The operator of the Crownpoint Project is Conoco Inc. Reference hereafter to the Crownpoint Project is intended to mean the joint venture in this paper.
    [Show full text]
  • An Integrated Approach to Climate Adaptation at the Chicago Transit Authority
    An Integrated Approach to Climate Adaptation at the Chicago Transit Authority AUGUST 2013 FTA Report No. 0070 Federal Transit Administration PREPARED BY Chicago Transit Authority TranSystems COVER PHOTO Courtesy of AAA Engineering DISCLAIMER This document is disseminated under the sponsorship of the U.S. Department of Transportation in the interest of information exchange. The United States Government assumes no liability for its contents or use thereof. The United States Government does not endorse products of manufacturers. Trade or manufacturers’ names appear herein solely because they are considered essential to the objective of this report. An Integrated Approach to Climate Adaptation at the Chicago Transit Authority AUGUST 2013 FTA Report No. 0070 PREPARED BY Chicago Transit Authority TranSystems SPONSORED BY Federal Transit Administration Office of Research, Demonstration and Innovation U.S. Department of Transportation 1200 New Jersey Avenue, SE Washington, DC 20590 AVAILABLE ONLINE http://www.fta.dot.gov/research Metric Conversion Table SYMBOL WHEN YOU KNOW MULTIPLY BY TO FIND SYMBOL LENGTH in inches 25.4 millimeters mm ft feet 0.305 meters m yd yards 0.914 meters m mi miles 1.61 kilometers km VOLUME fl oz fluid ounces 29.57 milliliters mL gal gallons 3.785 liter L ft3 cubic feet 0.028 cubic meters m3 yd3 cubic yards 0.765 cubic meters m3 NOTE: volumes greater than 1000 L shall be shown in m3 MASS oz ounces 28.35 grams g lb pounds 0.454 kilograms kg megagrams T short tons (2000 lb) 0.907 Mg (or “t”) (or “metric ton”) TEMPERATURE (exact degrees) o 5 (F-32)/9 o F Fahrenheit Celsius C or (F-32)/1.8 FEDERAL TRANSIT ADMINISTRATION ii REPORT DOCUMENTATION PAGE Form Approved OMB No.
    [Show full text]
  • Guest Lecture on “Sustainability in Civil Engineering”, by Mr
    Events: Guest Lectures: Guest Lecture on “Sustainability in Civil Engineering”, by Mr. A. T. Samuel, Director, STUP Consultants Pvt. Ltd., Bangalore on 17-03-2018. Guest Lecture on “Geotechnical Engineering – Case Studies” by Mr. Pasupula Suresh K Gupta, Lead Engineer – Geotechnical, CH2M HILL (India) Pvt. Ltd. (Now Jacobs), Madhapur, Hyderabad – 500081, Telangana on 08-01-2018. Guest Lecture on “Seismic Rehabilitation of Structures” byDr. K. Rama Raju, Chief Scientist and Head, Vibration Control Group, Structural Engineering Research Centre, Chennai on 28-10-2017. Expert Lectures: Expert Lecture on “Sustainable and Smart Pavement Technologies – Visions for Future”, byDr. B. Krishna Prapoorna, Associate Professor of Transportation Engineering, Department of Civil Engineering, IIT Tirupati on 06-04-2018. Expert Lecture on “Earthquake Resistant Buildings”, byProf. C. V. R. Murthy, Director, IIT Jodhpur on 07-02-2018. Poster Presentation: Poster Presentation Competition on “Automation in Civil Engineering Construction”, at CE Seminar Hall, SVEC on 05-02-2018. General Quiz: General Quiz Competition at CE Seminar Hall, SVECon 23-03-2018. Technical Quiz: Technical Quiz Competition at CE Seminar Hall, SVECon 11-04-2018. Field/Site Visits: A Field Visit to Pile Load Testing at the Construction Site of New Academic Block G+8 Floors, SVEC Campus on 25thApril 2018. A Field Visit to “Kalyani Dam” at A. Rangampet on 09-04-2018. A Field Visit to “Construction Sites of Indoor Stadium and Hostel Building”, SVEC on 03-01-2018. A Field Visitto Construction Site of “Sri Shirdi Sai Baba Temple Building” Besides Sree Vidyanikethan Engineering College, SVEC on 01-11-2017. Seminar: Seminar on “Solid Waste Management”at CE Seminar Hall, SVECon 31-07- 2018.
    [Show full text]