Tekla Structures for Offshore Rigs
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Greenpeace Deep Sea Oil Briefing
May 2012 Out of our depth: Deep-sea oil exploration in New Zealand greenpeace.org.nz Contents A sea change in Government strategy ......... 4 Safety concerns .............................................. 5 The risks of deep-sea oil ............................... 6 International oil companies in the dock ..... 10 Where is deep-sea oil exploration taking place in New Zealand? ..................... 12 Cover: A view from an altitude of 3200 ft of the oil on the sea surface, originated by the leaking of the Deepwater Horizon wellhead disaster. The BP leased oil platform exploded April 20 and sank after burning, leaking an estimate of more than 200,000 gallons of crude oil per day from the broken pipeline into the sea. © Daniel Beltrá / Greenpeace Right: A penguin lies in oil spilt from the wreck of the Rena © GEMZ Photography 2 l Greenpeace Deep-Sea Oil Briefing l May 2012 The inability of the authorities to cope with the effects of the recent oil spill from the Rena cargo ship, despite the best efforts of Maritime New Zealand, has brought into sharp focus the environmental risks involved in the Government’s decision to open up vast swathes of the country’s coastal waters for deep-sea oil drilling. The Rena accident highlighted the devastation that can be caused by what in global terms is actually still a relatively small oil spill at 350 tonnes and shows the difficulties of mounting a clean-up operation even when the source of the leaking oil is so close to shore. It raised the spectre of the environmental catastrophe that could occur if an accident on the scale of the Deepwater Horizon disaster in the Gulf of Mexico were to occur in New Zealand’s remote waters. -
D2.1-BIM-Models V2.Pdf
03-2019 BIMy D2.1 v1.01 BIMy Project: D2.1 BIM Model Document metadata Date 2021-03-23 Status Draft Version 2.01 Authors Hashmat Wahid – Willemen Dieter Froyen – Willemen Lise Bibert - Willemen Stijn Goedertier – GIM Steven Smolders - GIM Stijn Van Thienen – GeoIT Elena Pajares – Assar Architects Thomas Goossens – Assar Architects Niki Cauberg – BBRI François Robberts – BBRI Jens Lathouwers – Geo-IT Erick Vasquez - LetsBuild Coordinator Franky Declercq – GeoIT Reviewed by Thomas Goossens – Assar Architects Jens Lathouwers – Geo-IT Version history Version Date Author Change 0.01 2019-04-09 SGO Introduction and scope 0.02 2019-05-03 EPA Overview of model data used 0.03 2019-05-14 SGO/SS Stability of object identifiers through time and scale 0.04 2019-06-04 HWA Modelling conventions to filter by time & IFC use 0.05 2019-06-05 SVT Scope: Parameters within Revit, Methodology: fire parameters 0.06 2019-06-06 HWA 0.07 2019-06-07 SGO Modelling time and scale: notes from the workshop 0.08 2019-06-19 SVT, TGO Modelling fire 0.09 2019-06-20 HWA Modelling time and scale 0.10 2019-09-23 HWA,LBI Document structure, modelling geometry, information, time & scale, export & filtering 0.11 2019-11-27 HWA,LBI How to model Circular Economy data 1.01 2019-12-19 TGO Reviewed – Submitted to ITEA 1 | P a g e 03-2019 BIMy D2.1 v1.01 1.02 2020-09-21 JLA Checking in native software, Path of travel functionality (Revit) 2.0 2021-03-22 All Final review 2.01 2021-03-23 JLA Reviewed – Submitted to ITEA 2 | P a g e 03-2019 BIMy D2.1 v1.01 Table of Contents Table of Contents .................................................................................................................................... -
PDF Download First Term at Tall Towers Kindle
FIRST TERM AT TALL TOWERS PDF, EPUB, EBOOK Lou Kuenzler | 192 pages | 03 Apr 2014 | Scholastic | 9781407136288 | English | London, United Kingdom First Term at Tall Towers, Kids Online Book Vlogger & Reviews - The KRiB - The KRiB TV Retrieved 5 October Council on Tall Buildings and Urban Habitat. Archived from the original on 20 August Retrieved 30 August Retrieved 26 July Cable News Network. Archived from the original on 1 March Retrieved 1 March The Daily Telegraph. Tobu Railway Co. Retrieved 8 March Skyscraper Center. Retrieved 15 October Retrieved Retrieved 27 March Retrieved 4 April Retrieved 27 December Palawan News. Retrieved 11 April Retrieved 25 October Tallest buildings and structures. History Skyscraper Storey. British Empire and Commonwealth European Union. Commonwealth of Nations. Additionally guyed tower Air traffic obstacle All buildings and structures Antenna height considerations Architectural engineering Construction Early skyscrapers Height restriction laws Groundscraper Oil platform Partially guyed tower Tower block. Italics indicate structures under construction. Petronius m Baldpate Platform Tallest structures Tallest buildings and structures Tallest freestanding structures. Categories : Towers Lists of tallest structures Construction records. Namespaces Article Talk. Views Read Edit View history. Help Learn to edit Community portal Recent changes Upload file. Download as PDF Printable version. Wikimedia Commons. Tallest tower in the world , second-tallest freestanding structure in the world after the Burj Khalifa. Tallest freestanding structure in the world —, tallest in the western hemisphere. Tallest in South East Asia. Tianjin Radio and Television Tower. Central Radio and TV Tower. Liberation Tower. Riga Radio and TV Tower. Berliner Fernsehturm. Sri Lanka. Stratosphere Tower. United States. Tallest observation tower in the United States. -
Peddisubx Inch.Pdf
A Letter from the CEO Welcome to the World of Peddinghaus - The World of “BETTER”. In the world of Peddinghaus we aim to be better. Take a look at any of our 5,000+ installations throughout the globe. These fabricators experience reduced costs and higher production using our equipment. Why? Because with Peddinghaus they receive better technology, better service, and better quality than anyone else can provide. These things aren’t easy to do, and not every company can guarantee what Peddinghaus does. I am proud that I can say these things because at Peddinghaus we work harder than anyone to give our customers the best. Whether they are located in New York, Los Angeles, or Chicago; they all receive the very same service, spare parts, and support that is second to none. Welcome to Partnerships – From Software to Service to Sales. At Peddinghaus we maintain strong partnerships with industry leaders to ensure your success. Whether this is our relationship with leading software providers (such as Shop Data Systems, Sigmanest, Steel Office, AceCad, Tekla, FabTrol, Design Data, and more) or our partnership with regional sales and support organizations - our goal is to work together to serve you better. Welcome to the PeddiSubX-1120 – The Fastest Drill Line in the Steel Industry. At long last my dream has come true, the Peddinghaus team has designed the fastest drill line in the steel industry. The last drill line you will ever need is now at your doorstep with the all new PeddiSubX-1120. Drilling and milling processes have been re-revolutionized and fabricators’ profits have been re-energized! This drill line has the ability to simultaneously drill holes, mill copes, rat holes, flange thins and ArcWrite. -
Beaufort Sea: Hypothetical Very Large Oil Spill and Gas Release
OCS Report BOEM 2020-001 BEAUFORT SEA: HYPOTHETICAL VERY LARGE OIL SPILL AND GAS RELEASE U.S. Department of the Interior Bureau of Ocean Energy Management Alaska OCS Region OCS Study BOEM 2020-001 BEAUFORT SEA: HYPOTHETICAL VERY LARGE OIL SPILL AND GAS RELEASE January 2020 Author: Bureau of Ocean Energy Management Alaska OCS Region U.S. Department of the Interior Bureau of Ocean Energy Management Alaska OCS Region REPORT AVAILABILITY To download a PDF file of this report, go to the U.S. Department of the Interior, Bureau of Ocean Energy Management (www.boem.gov/newsroom/library/alaska-scientific-and-technical-publications, and click on 2020). CITATION BOEM, 2020. Beaufort Sea: Hypothetical Very Large Oil Spill and Gas Release. OCS Report BOEM 2020-001 Anchorage, AK: U.S. Department of the Interior, Bureau of Ocean Energy Management, Alaska OCS Region. 151 pp. Beaufort Sea: Hypothetical Very Large Oil Spill and Gas Release BOEM Contents List of Abbreviations and Acronyms ............................................................................................................. vii 1 Introduction ........................................................................................................................................... 1 1.1 What is a VLOS? ......................................................................................................................... 1 1.2 What Could Precipitate a VLOS? ................................................................................................ 1 1.2.1 Historical OCS and Worldwide -
Exploring Decommissioning and Valorisation of Oil&Gas Rigs In
Exploring Decommissioning and Valorisation of Oil&Gas rigs in Sustainable and Circular Economy Frameworks Renata Archetti Valerio Cozzani Stefano Valentini Giacomo Segurini M.Gabriella Gaeta Stefano Valentini DICAM DIPARTIMENTO DI INGEGNERIA CIVILE, CHIMICA, AMBIENTALE E DEI MATERIALI e-DevSus Exploring Decommissioning and Valorisation of Oil&Gas rigs in Sustainable and Circular Economy Frameworks ALMA MATER STUDIORUM · UNIVERSITA’ DI BOLOGNA DICAM DIPARTIMENTO DI INGEGNERIA CIVILE, CHIMICA, AMBIENTALE E DEI MATERIALI ALMA MATER STUDIORUM – UNIVERSITA’ DI BOLOGNA DICAM – Department of Civil, Chemical, Environmental and Materials Engineering Viale Risorgimento 2, I-40136 Bologna, Italy Authors: University of Bologna: Renata Archetti, Valerio Cozzani, Giacomo Segurini, M.Gabriella Gaeta ART-ER S.Cons.p.a: Stefano Valentini (Research and Innovation Division) ALMA MATER STUDIORUM · UNIVERSITA’ DI BOLOGNA DICAM DIPARTIMENTO DI INGEGNERIA CIVILE, CHIMICA, AMBIENTALE E DEI MATERIALI Table of Contents Table of Contents ................................................................................................................................. 3 1. Introduction ................................................................................................................................. 5 1.1 Offshore Platform Composition ............................................................................................ 6 1.2 Decommissioning process .................................................................................................... -
Get Started As a Tekla Structures Administrator
Tekla Structures 2020 Manage Tekla Structures March 2020 ©2020 Trimble Solutions Corporation Contents 1 Get started as a Tekla Structures administrator.......................9 1.1 Information sources for administrators ....................................................... 9 2 Tekla Structures installation for administrators.................... 11 2.1 Installation requirements..............................................................................11 2.2 Installing Tekla Structures.............................................................................12 2.3 Folder structure...............................................................................................13 2.4 Tekla Structures settings in the Windows registry.....................................14 2.5 Centralized installation of Tekla Structures................................................14 2.6 Installation in a virtual environment........................................................... 15 2.7 Installing the license server...........................................................................15 2.8 Installing .tsep packages................................................................................ 15 2.9 Collaborative modeling.................................................................................. 18 2.10 Upgrading Tekla Structures........................................................................... 18 2.11 Create start-up shortcuts with customized initializations........................ 19 Create a start-up shortcut with customized -
Ravenspurn North Concrete Gravity Substructure
THE ARUP JOURNAL AUTUMN 1989 Vol.24 No.3 Autumn 1989 Contents Published by Ove Arup Partnership THEARUP 13 Fitzroy Street, London W1P 680 Editor: David Brown Art Editor: Desmond Wyeth FCSD JOURNAL Deputy Editor : Caroline Lucas Ravenspurn North concrete 2 gravity substructure, by John Roberts Rank Xerox, 12 Welwyn Garden City, by Ian Gardner and Roger Johns Les Tours de la Liberte, 17 by Bernard Vaudeville and Brian Forster Matters of concern, 20 by Jack Zunz Front cover: Ravenspurn oil platform (Photo: John Salter) Back cover: View through pod windows at Rank Xerox, Welwyn Garden City (Photo: Jo Reid & John Peck) Ravenspurn North concrete gravity substructure John Roberts Significance Two concrete gravity substructures (CGSs) 1. Impression supporting production decks have been of Ravenspurn installed in the North Sea this summer. North central processing In June the Gullfaks 'C' platform was in platform after stalled in the Norwegian sector. At towout the installation of structure weighed 850 OOO tonnes - both decks. reputedly the largest object ever moved by man. At the beginning of August the Ravenspurn North concrete gravity sub structure, weighing some 28 OOO tonnes, was installed 80km off Flamborough Head in block 43/26 of the UK sector. It is perhaps surprising that, of the two plat forms, the Ravenspurn North CGS is of greater significance to the oil industry. In the UK over the last decade conventional wisdom has held that a steel jacket is the most economic substructure for a fixed plat form . In Norway, on the other hand, where there is a more limited indigenous steel making industry, the use of concrete gravity substructures has been encouraged. -
Structural BIM Modelling Using Tekla Structures
Aman Oli Structural BIM Modelling Using Tekla Structures Focus on a Modelling Process of an Office building Helsinki Metropolia University of Applied Sciences Bachelor of Engineering Civil Engineering Bachelor’s Thesis April 2017 Abstract Author Aman Oli Title Structural BIM Modelling using Tekla Structures Number of Pages 34 pages + 5 appendices Date 11 April 2017 Degree Bachelor of Engineering Degree Programme Civil Engineering Specialisation option Sustainable Building Engineering Instructors Sunil Suwal, Senior Lecturer Jorma Säteri, Head of the Degree Programme The main objective of this thesis was to explore the utilization and benefits of BIM with a focus on the structural modelling process and clash detection. Structural BIM tools Tekla Structures (2016) and Solibri Model Checker v9.7 were used for developing a structural model and clash detection, respectively, of an office building. The purpose was to find various underlying benefits of BIM in generating a structural model. Systematic use of different structural tools for the BIM application which focused on modelling and documentation phases were emphasized. BIM was studied from vari- ous perspectives. To test the various tools, an office building was modelled, and an IFC (Industry Foundation Class) file made of it for Tekla Structures. For clash checking, Solibri model checker was used. A step by step guideline for modelling an office building and checking clashes was pre- sented. This thesis can be used for educational purposes and for new Tekla Structures users as a guideline. In addition, engineers working with the Solibri model checker can use this thesis as a reference document. Keywords BIM, structural modelling, Tekla Structures, Solibri Model Checker, COBIM Acknowledgements First, I would like to thank Helsinki Metropolia University of Applied Sciences for giving me an opportunity to pursue this degree program. -
Manage Tekla Structures
Tekla Structures 2018 Manage Tekla Structures March 2018 ©2018 Trimble Solutions Corporation Contents 1 Get started as a Tekla Structures administrator....................... 9 1.1 Information sources for administrators ....................................................... 9 2 Tekla Structures installation for administrators.....................11 2.1 Installation requirements.............................................................................. 11 2.2 Installing Tekla Structures............................................................................. 12 2.3 Centralized installation of Tekla Structures................................................ 12 2.4 Installation in a virtual environment........................................................... 13 2.5 Installing the license server...........................................................................13 2.6 Tekla Structures multi-user server............................................................... 16 2.7 Installing .tsep packages................................................................................ 18 2.8 Upgrading Tekla Structures........................................................................... 20 2.9 Folder structure...............................................................................................21 2.10 Create startup shortcuts with customized initializations......................... 21 Create a startup shortcut with customized initialization..................................................22 Available parameters in shortcuts.......................................................................................23 -
Navisworks® 2016 Supported File Formats
Navisworks® 2016 Supported File Formats Autodesk Navisworks 2016 Solutions This document details support provided by the current release of Autodesk Navisworks 2016 solutions (including Autodesk Navisworks Simulate and Autodesk Navisworks Manage) for: CAD file formats. Laser scan formats. CAD applications. Scheduling software. NOTE: When referring to Navisworks or Autodesk Navisworks 2016 solutions in this document this does NOT include Autodesk Navisworks Freedom 2016, which only reads NWD or DWF files. Product Release Version: 2016 Document version: 2.3 March 2015 © 2014 Autodesk, Inc. All rights reserved. Except as otherwise permitted by Autodesk, Inc., this publication, or parts thereof, may not be reproduced in any form, by any method, for any purpose. Autodesk, AutoCAD, Civil 3D, DWF, DWG, DXF, Inventor, Maya, Navisworks, Revit, and 3ds Max are registered trademarks or trademarks of Autodesk, Inc., in the USA and other countries. All other brand names, product names, or trademarks belong to their respective holders. Autodesk reserves the right to alter product offerings and specifications at any time without notice, and is not responsible for typographical or graphical errors that may appear in this document. Disclaimer Certain information included in this publication is based on technical information provided by third parties. THIS PUBLICATION AND WARRANTIES, EITHER EXPRESS OR IMPLIED, INCLUDING BUT NOT LIMITED TO ANY IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE REGARDING THESE MATERIALS. Autodesk -
Hibernia Offshore Oil Platform St
Hibernia Offshore Oil Platform St. John's, Newfoundland, Canada Structural: Bridges & Marine Location: St. John’s, Newfoundland, Canada Contractor: Kiewit with joint venture partner Norwegian Contractors Owner: ExxonMobil Canada (33.125%), Chevron Canada Resources (26.875%), Petro-Canada (20%), Canada Hibernia Holding Corporation (8.5%), Murphy Oil (6.5%) and Norsk Hydro (5%). The Hibernia Oil Field lies approximately 200 miles (315 km) east-southeast of St. John’s, Newfoundland, Canada. When an offshore platform was deemed necessary to tap this rich petroleum resource, engineers and developers faced serious challenges. The project had to meet a tight construction schedule while overcoming the problems of working in extremely cold weather conditions. The structure had to withstand the most severe environmental stresses of freezing and thawing, ice abrasion, wind and wave action, and chemical attack. In addition, the giant structure was required to float, be towed to the site, and after placement withstand the impact of 5.5 million ton iceberg. To satisfy the tough requirements, a reinforced Gravity Base Structure (GBS) was designed. Weighing more than 1.2 million tons, the Hibernia offshore platform is the largest floating structure ever built in North America. The base raft portion of the GBS was built in an earthen “dry dock.” By flooding the dock, the base raft was floated, towed to a deep-water harbor area, anchored, and construction continued. Once completed, this floating giant was towed to the oil field site and set in place on the ocean floor in about 240 ft. (80m) of water. The GBS was designed to be maintenance free for its 30-year life.