DOCSLIB.ORG

Copyrighted Material

Total Page：16

File Type：pdf, Size：1020Kb

Download full-text PDF Read full-text
Copyrighted Material Index A Anticlastic membrane surfaces, 83, 87 Acoustical performance, xv Antireflective glass coatings, 49 and glazing system, 36 AOT (Airports of Thailand), 132 of laminated glass, 106 Apple Store (Fifth Avenue, New York City), ACT Engineering Consultant, 132 101 AEG Worldwide, 120 Arbour, Peter, 245 AESS specifications, 51, 54 Architectural glass, xv, 2 Aesthetic demands, xv Architecturally Exposed Structural Steel (AESS) Affiliated Engineers Inc., 196, 205 specifications, 51, 54 AGC Glass Europe, 24 Architectural material, glass as, 23 AIA (American Institute of Architects), 18 Architectural Wall Systems, 88 Airports of Thailand (AOT), 132 Architecture: Alfasi Steel Constructions, 132, 141 glass as, 2, 3 Alice Tully Hall at Lincoln Center (New York solar, 7–8 City), 231–241 Arcus Australia, 132 building structural system, 233, 234 AREP (Amenagement Recherche Poles cable system for, 92 d’Echanges), 185, 190 facade concept development, 238 Art of structure, 8–9 facade program, 235–241 Arup, Ove, 9, 168, 232 facade structure, 235, 236 Asahi Glass, 132 glass system, 235, 237–238 ASI Advanced Structures Inc., 87, 88, 120, 154, installation strategy, 240–241 161, 208, 224, 226, 228 project delivery, 238, 240 ASI Asiatic, 132, 139 SentryGlas in, 107 Aspension dome system, 79–80 testing, 238, 239 Assembly: All-Russia Exhibition (NizhnyCOPYRIGHTED Novgorod), 73 cableMATERIAL nets, 96 Alto, Alvar, 26 cable trusses, 64 Amenagement Recherche Poles d’Echanges gridshells, 76–77 (AREP), 185, 190 mast trusses, 57–58 American Institute of Architects (AIA), 18 ATEC, 29 Ammann and Whitney, 58 Atriums: Anchors: as building form, 8 cable nets, 97 300 New Jersey Avenue (51 Louisiana cable trusses, 58, 64 Avenue) atrium enclosure space frames, 70, 71 (Washington, D.C.), 153–166 Annealing, 24, 102 Austin, Dennis, 154 273 502433bindex.indd 273 2/7/11 2:35:18 AM 274 Index B economy of, 100 Bader, Ian, 168 form-finding with, 92 Bailey, D., 4 installation of, 96–99 Bailey, E., 4 Kempinski Hotel (Munich), 14, 15 Bank of America, 74 multilayer, 78 Barrier walls, 33, 36 Newseum (Washington, D.C.), 223–230 Base connections, 109–111 project method statements for, 99–100 Base-loaded trusses, 54 structural behavior of, 92–94 Bauhaus Building (Dessau), 5 tensioning, 98–99 BDP Lighting, 168 two-way flat, 86–87 Beam assembly: Cable-strut dome systems, 78–80 end brackets, 115, 117–118 Cable-strut systems, 77–81 pins, 112–116 design considerations, 81 Behnisch, Gunter, 9 dome systems, 78–80 Behnisch and Partners, 84 tensegrity structures, 78–79, 81 Bell, Alexander (Graham), 8, 66 tension-grid structures, 78, 80–81 Benedictus, Edouard, 106 Cable trusses, 58–64 Benedictus Awards, 106 assembly considerations, 64 Bent glass, 28–30 design objectives, 64 Berlin Central Station train shed, xv evolution of, 58–60 Best, Clause, 196 facade surface geometry, 61 Biosphere 2 Research Center (Oracle, Arizona), 67 materials, 64 Biosphere dome (Montreal Expo), 9, 66 prestress forces, 61 Blomberg, Charles, 17 as tensile-resistant systems, 61, 64 Body tints, 24, 25 types of, 60 Body-tinted glass, 25 CANAM Steel Corp., 224 Bohlin Cywinski Jackson, 101 Carpenter, James, 17, 107 Bolted point-fixed systems, 40–42, 94 Case studies: Bonded glazing, xiv Alice Tully Hall at Lincoln Center, 231–241 Bovis Lend Lease, 168 Eli and Edythe Broad CIRM Center for British Pavilion (Expo ‘92), 9 Regenerative Medicine and Stem Brown, Sandy, 168 Cell Research, 195–206 Brugg, 132, 224 Eli and Edythe Broad Stage, 145–152 Building skin, xiii, xvi, 4–5. See also Structural LA Live Tower, 119–130 glass facades (SGFs) Newseum, 223–230 Burton, Decimus, 4 Richard J. Klarcheck Information Commons, Butacite®, 138 Loyola University, 207–221 Butt glazing, 32–34, 36 Strasbourg Railway Station Multimodal Hub, 183–194 Suvarnabhumi Bangkok International Airport, C 131–143 Cable bracing system (gridshells), 75 300 New Jersey Avenue (51 Louisiana Cable clamps, 93 Avenue) atrium enclosure, 153–166 Cable mullions, 12, 86 TKTS Booth and Revitalization of Father Cable nets, 83–100 Duffy Square, 243–261 constructability of, 94–96 Vivian and Seymour Milstein Family Heart design considerations for, 89–92 Center, New York Presbyterian double-curved, 87–89, 91–92, 95–96 Hospital, 167–182 502433bindex.indd 274 2/7/11 2:35:18 AM Index 275 Cassette systems, 39 Connell Wagner (nka Aurecon), 132, 139–141, 143 Casting processes, 2 Conservatories, 4, 8 CDC, 196, 202, 208 Constructability: Center Pompidou (Paris), 47 of cable nets, 94–96 Chemical tempering, of glass, 105 of space frames, 71–72 Chicago World’s Fair Ferris wheel, 8 Construction Consulting Laboratory West, 202 Childs, David, 87 Corona Aluminum Co., 146 Choi Ropiha, 245, 255, 256 Crespo, Yazmin, 245 Chords (space frames), 70 Cricursa, 29 Cladding: Cristacurva, 29, 120, 126, 129, 224 curtain walls, xiii–xiv Crown glass, 2 for German Pavilion (Montreal Expo), 83 Crystal Cathedral (Garden Grove, California), opaque panel materials as, xiv–xv 11–12, 67 plastic materials as, xiv, xv The Crystal Palace (Universal Exposition), 4, 8 Clamped point-fixed systems, 42–43 Crystal Pavilion (Century of Progress Exhibition), Clark Construction, 154 47 Climate wall, 171 CSTB, 185, 192 Clinton Library (Little Rock, Arkansas), 104 Curtain walls, xiii–xiv Closed structural systems, 20, 21 advent of, 5, 6 cable-strut, 77, 78 on exposed truss systems, 51 gridshells, 75 SGFs vs., 5, 7, 36 Coalition for Father Duffy, 245 unitized, 38 Coatings, 31 Curved glass, see Bent glass antireflective, 49 low-e (emissivity), 24, 25 D performance, 10, 25 Dannettel, Mark, 227, 228 reflective, 49 Da Silva Architects, 168 Codes, 31–32 Davis Langdon, 196 Cold forming, 29–30, 95 Davis, Neil, 245 Comcast Center (Philadelphia), 3 Deacon, 154 Compatibility of materials, 35 Dead-load cable, 57 Componentized systems: Deferred approval process, 150 gridshells, 76–77 Dematerialization of structure, xiii, xvi, 7, 48 space frames, 66, 68, 70, 71 Desert Bloom, Casino Morongo (Cabazon, Condé Nast (New York City), 28 California), 77 Connections: Design-assist strategy, 18 base, 109–111 Design-bid-build projects, 18 beam assembly end brackets, 115, 117–118 Design-build projects, 18, 70, 76 beam assembly pins, 112–116 Design drivers, xiii bolted point-fixed systems, 40–42, 94 Dewhurst, Laurence, 245 in cable-strut systems, 81 Dewhurst Macfarlane and Partners, 86, 110, 245, end wall, 110, 113, 114 256, 258 for glass, 109–118 D Haller, Inc., 168, 245 glass fin systems, 109 Diamont®, 25 midwall, 110–112 Diller Scofidio + Renfro (DSR), 232, 233 point-fixed clamped systems, 42–43 Dorf, Jessica, 245 in space frames, 68 Double-curved cable nets, 87–89, 91–92, 95–97 truss systems, 51 Double-glazed facades/windows, 26 502433bindex.indd 275 2/7/11 2:35:18 AM 276 Index Dry glazing, 32 Ennead Architects (Polshek Partnership D’Silva, Carl, 132 Architects), 104, 224, 225 DSR (Diller Scofidio + Renfro), 232, 233 Eric Owen Moss Architects, 28 Dulles Airport Main Terminal (Washington, D.C.), Expedition Engineering, 154, 161 58 DuPont, 106–108, 247 F Dutch Pavilion (Montreal Expo), 66 Fainsilber, Adrien, 12, 13, 50 Duthilleul, Jean-Marie, 185 Fairbrass, Mike, 154 Dutton, H., 50 Fang, Zhanxi, 245 Dworsky Associates, 80 FEA (finite element analysis), 41, 66 Fentress Bradburn Architects, 88, 91 E Ferris wheel (Chicago World’s Fair), 8 Eames, Charles, 47 Finishing (space frame components), 71 Eames, Ray, 47 Finite element analysis (FEA), 41, 66 Eames House (Los Angeles), 47 Fink trusses, 189 Eckelt Glas GmbH, 44, 208, 245, 248, 257 Fish trusses, 60 Eckersley O’Callaghan, 101 FJ Sciame Construction, 168 Eiffel Tower, 8 Flack + Kurtz Consulting Engineers, 132 Elara Engineering, 208 Flat cable nets: Eli and Edythe Broad CIRM Center for assembly, 96–97 Regenerative Medicine and Stem Cell deflection criteria for, 92 Research (Los Angeles), 195–206 glass fabrication for, 95 building structural system, 197 two-way, 86–87, 93 facade concept development, 202 Flat truss, 53 facade program, 197–205 Fleetguard Factory, 47 facade structure, 197–199 Float glass, 5, 23–25 glass system, 198–203 heat-treating, 102–105 installation strategy, 204–205 sizes of, 30 project delivery, 202, 204 Form-finding, 92 SentryGlas in, 107 Foster Associates, 9, 11, 108 sustainability strategies, 205 Framed glass systems, 7, 36–39 testing, 202 Frameless glass systems, xiv, 7, 36, 39–43 Eli and Edythe Broad Stage (Santa Monica, Framing (curtain walls), xiv, 5 California), 145–152 Francis, Martin, 10, 16, 50 building structural system, 147–148 The Freedom Forum, 224 facade concept development, 150 French National Railways, 185 facade program, 148–151 Frits, 31 facade structure, 148–150 FT (fully tempered) glass, 102, 103 glass system, 150 FTR International, Inc., 146 installation strategy, 151 Fuksas, Massimiliano, 74 project delivery, 150–151 Fuller, R. Buckminster, 9, 66, 68, 78, 79 sustainability strategies, 151 Fully tempered (FT) glass, 102, 103 Eliassen, Tim, 16–17 FXFowle Architects, 232, 233 Emmerich, David Georges, 78, 81 Enclos Corp, 120, 127, 128, 154, 208, 216, 224 End wall connections, 110, 113, 114 G Energy efficiency, 7–8 GANA (Glass Association of North America), 31 502433bindex.indd 276 2/7/11 2:35:18 AM Index 277 Garden Grove Church (Garden Grove, California), Glass mullion systems, 45, 108. See also Glass fin 11–12, 67 systems Gehry, Frank, 29 Glass systems, xv–xvi. See also Glazing Gehry Partners, 28 systems Geiger, David, 79 in curtain walls vs. SGFs, xiv Gensler, 120 framed, 7, 36–39 Geodesic biosphere dome (Expo ’67), 9 frameless, xiv, 7, 36, 39–43 Georgia Dome, 79 point-fixed, 7 Gerkan Marg and Partners (GMP), xv, 14, 15 point-supported frameless, 7 German Pavilion (Montreal Expo), 83 spanning requirements of, xiv GlasPro, 30, 120 Glass Umbrella (Culver City, California), 28 Glass, 23–32 Glass Walls (Les Serres), see The Serres (Parc architectural, xv de La Villette, Paris) as architectural material, 23 GlasWal Systems Limited, 146 as architecture, 2, 3 Glazing: bent, 28–30 bonded, xiv as building skin, 4–5 structural, xiv for cable nets, 95–96 Glazing systems, xiii, 32–44.
Load more

Recommended publications
  • Circular Options for Building Services: Case Studies; 22 Gordon Street, Arup Circular Building Final Report: December 2018
    Circular options for building services: Case Studies; 22 Gordon Street, Arup Circular Building Final Report: December 2018 Ben Croxford (UCL), Ramon Mendoza (UCL), Simon-Joe Portal (Arup), Dimitrios Rovas (UCL) Project funders: The Bartlett Innovation Fund, and Arup UCL Institute for Environmental Design and Engineering (IEDE), The Bartlett, UCL Faculty of the Built Environment Executive summary The circular economy concept has gained momentum over recent years, but few have analysed its application to the building services sector. This project aims to contribute to unravelling this opportunity (and its constraints) as a joint interest between UCL IEDE, UCL Estates, and Arup, to create useful guidelines for the industry. Building services fall within the ‘sweet spot’ for applying circular economy strategies. Some of the sector’s biggest issues such as; specialty equipment with high (upfront) costs, fast obsolescence, maintenance issues and costs, and the well-known performance gap can be dealt with by applying some of the strategies discussed in this report. Using the Ellen MacArthur Foundation’s building blocks and ReSOLVE levers framework, the CIBSE TM56 report on Resource Efficiency in Building Services, and circular case studies found in the industry, this paper sets the base to understand the application of circular economy to building services. Two case studies are analysed: 22 Gordon Street, as a business-as-usual design and construction project with a standard RIBA stages process and The Circular Building by Arup, as a temporary test lab where circular strategies were tested and products assembled together and successfully dismantled at the end of use. Interviews were carried out with four decision-makers involved in the design of 22 Gordon Street and three in The Circular Building to understand the decisions (and reasons) that influenced the selection of certain building services and their circularity according to the previous literature guidelines reviewed.
    [Show full text]
  • Steel Focus 6
    FriDay 27/07/2012 in association with The british FriDay 27/07/2012 www.bdonline.co.uk 8 STEEL FOCUS STructuraL Steel Design awards 2012 constructional Steelwork 9 www.bdonline.co.uk Association and Tata steel seat building. Although the team fixed directly onto the outside AWARD considered using a steel arch, of the bowl, and seating terraces The Velodrome has distinctive it always favoured a cable-net were fixed directly to the inside cedar cladding and a lightweight Olympic double London 2012 roof solution, which had rarely with air-handling units inte- cable-net roof. been used in the UK on such a grated into the voids within the VELODRoME large scale. skeletal bowl structure. “Shrink- The structure consists of in- wrapping” the building envelope leads 2012’s Olympic Park, situ concrete for the lower bowl, on to the steel skeleton in this and structural steel for the cedar- way reduced the surface area and London clad upper bowl, topped by an cost of cladding. undulated steel perimeter ring The Velodrome achieved a steel winners Architect Hopkins Architects truss, which restrains the roof Breeam “excellent” rating, assist- Structural engineer cables. The cable-net includes 14 ed by its 29% recycled content, Expedition Engineering km of steel cable, with 36 main lightweight structure and use of Two of the sporting venues built for the cables arranged in pairs at 3.6m natural ventilation. Steelwork contractor centres. It is pulled down hard The judges were impressed by 2012 games are among the six top winners Watson Steel Structures Ltd on to the seating bowl structure the use of lean, sustainable de- for this year’s Structural Steel Design (Severfield-Rowen PLC) below, giving the venue its dis- sign to achieve an iconic sporting Main contractor ISG Construction tinctive roof form.
    [Show full text]
  • STRUCTURAL STEEL DESIGN AWARDS 2017 Steel Sector’S Professionalism Highlighted at Awards
    www.newsteelconstruction.com STRUCTURAL STEEL DESIGN AWARDS 2017 25 No 9 October 2017 Vol In this issue Cover Image The Leadenhall Building, London Architect: Rogers Stirk Harbour + Partners Structural engineer: Ove Arup & Partners Ltd Steelwork contractor: Severfield Main contractor: Laing O’Rourke Client: C C Land Photo: © Thomas Graham/Arup October 2017 Vol 25 No 9 EDITOR Nick Barrett Tel: 01323 422483 Editor’s comment Editor Nick Barrett says a strong case for steel as a superior [email protected] 5 material for promoting collaborative working is made by this year’s crop of Structural DEPUTY EDITOR Martin Cooper Tel: 01892 538191 Steel Design Award winners. [email protected] PRODUCTION EDITOR Andrew Pilcher Tel: 01892 553147 News The Structural Steel Design Awards (SSDA) celebrated its 49th year with a [email protected] PRODUCTION ASSISTANT 6 ceremony at the Museum of London. Alastair Lloyd Tel: 01892 553145 [email protected] COMMERCIAL MANAGER Sector Focus: Structural Components NSC provides an overview of cellular beams, Fawad Minhas Tel: 01892 553149 [email protected] 10 examining types available and their key benefits. NSC IS PRODUCED BY BARRETT BYRD ASSOCIATES ON BEHALF OF THE BRITISH CONSTRUCTIONAL Structural Steel Design Awards A special feature detailing all of this year’s winners STEELWORK ASSOCIATION AND STEEL FOR LIFE IN ASSOCIATION WITH THE STEEL CONSTRUCTION 11 and shortlisted projects. INSTITUTE The British Constructional Steelwork Association Ltd 4 Whitehall Court, Westminster, London SW1A 2ES Introduction and Judges David Lazenby, Chairman of the SSDA judging panel was Telephone 020 7839 8566 Website www.steelconstruction.org 12 greatly impressed with the quality of submissions for this year’s Awards.
    [Show full text]
  • Automated Distribution Centre for Corus Mill Steel Stars at Film Studios
    JANUARY 2007 VOL15 NO1 NEW STEEL CONSTRUCTION www.new-steel-construction.com Automated Distribution Centre for Corus mill Steel stars at film studios Tied arch bridge a railway first Innovation gets top marks at Bristol school New Steel Constr 24/10/06 2:59 pm Page 1 When you want outstanding quality, service and support, ask for it by name. Advance™ is the new name for structural sections from Corus Whether you you are aar constructione a construction client, designer client, designer or contractoror contractor,, therthere ear ear manye many advantages advantages to to naming Corusnaming Corusas the as supplierthe supplier of of structural structural sections for your prsectionsoject. for Our your new project. Advance Our new™ Advancesection™ range provides morsectione prrangeoduct provides choice mor eand product is the choice easiest way to comply withand is thethe easiestnew Construction way to comply with Pr oductsthe new Regulations. Construction Products Regulations. To find out more about our new Advance™ sections range and how the changes will affect you visit www.advancesections.com or telephone +44 (0) 1724 405060. The things you can’t see make the difference 2 NSC January 2007 CONTENTS JANUARY 2007 VOL15 NO1 NEW STEEL CONSTRUCTION www.new-steel-construction.com Cover Image 007 STAGE, PINEWOOD STUDIOS Client: Pinewood Studios Architect: Foster Willis Structural Engineer: Adams Kara Taylor & Bourne Engineering Steelwork Contractor: Bourne Steel EDITOR 5 Editor’s comment Last year was an exceptional year for the UK’s Nick Barrett Tel: 01323 422483 [email protected] constructional steelwork sector and there is more to come in 2007, DEPUTY EDITOR argues Nick Barrett.
    [Show full text]
  • Nce June 2019
    Future of Skills p29 Edinburgh shop redevelopment p46 Market report p59 New Civil Engineer JUNE 2019 INNOVATION INSPIRATION AND IMPACT WE REVEAL THE CIVILS FIRMS MAKING THE BIGGEST WAVES Shining a light on effective stormwater management Accelerating urbanisation. Climate change. Extreme rainfall. 3 million UK properties risk fl ooding from surface water. See how we are rising to the challenge of excessive rainfall. wavin.co.uk/spotlight In partnership with 07940_WAV_Spotlight Ad_NCE_265x210_AW.indd 1 29/03/2019 12:07 New Civil Engineer INFRASTRUCTURE ARGUMENT NEEDS YOUR SUPPORT MARK HANSFORD EDITOR ight now you need not look too far for doom and gloom. central London stations needed major makeovers. Not least London Indeed, this month’s Inside Track is a wall-to-wall tale of Bridge with its British Construction Industry Award-winning redevel- woe with the latest in the Crossrail débâcle (rampant opment. The project also untangled complex track layouts with the R cost increases laid bare) the obvious stand-out story, help of some pretty hefty new infrastructure – notably the Borough but High Speed 2 and Tideway run it close with their Market Viaduct and Bermondsey Dive Under. And of course, gluing it own problems with procurement and unforeseen ground conditions. all together and unlocking extra capacity was a world first – the intro- And while it is fair and proper and right that within our industry we duction of Automatic Train Operation (ATO) overlaid on the European are open and transparent about the mistakes so that others can learn Train Control System of signalling. from them, we must also project confidence to the wider world and sell these projects.
    [Show full text]
  • New York City Department of Transportation (NYCDOT) Decreased to 793
    Appendix A BRIDGE CAPITAL PROGRAM East River Bridge Rehabilitation Plans A-1 Bridges Under Construction A-2 Component Rehabilitation A-3 Bridges Under Design A-4 216 2017 BRIDGES AND TUNNELS ANNUAL CONDITION REPORT APPENDIX A-1 MANHATTAN BRIDGE REHABILITATION ITEMS TOTAL ESTIMATED COST Est. Cost ($ in millions) Repair floor beams. (1982) 0.70* Replace inspection platforms, subway stringers on approach spans. (1985) 6.30* Install truss supports on suspended spans. (1985) 0.50* Partial rehabilitation of walkway. (1989) 3.00* Rehabilitate truss hangers on east side of bridge. (1989) 0.70* Install anti-torsional fix (side spans) and rehabilitate upper roadway decks on approach spans on east side; replace drainage system on approach spans, install new lighting on entire upper roadways east side, including purchase of fabricated material for west side of bridge. (1989) 40.30* Eyebar rehabilitation - Manhattan anchorage Chamber “C.” (1988) 12.20* Replacement of maintenance platform in the suspended span. (1982) 4.27* Reconstruct maintenance inspection platforms, including new rail and hanger systems and new electrical and mechanical systems; over 2,000 interim repairs to structural steel support system of lower roadway for future functioning of roadway as a detour during later construction contracts. (1992) 23.50* Install anti-torsional fix on west side (main and side spans); west upper roadway decks, replace drainage systems on west suspended and approach spans; walkway rehabilitation (install fencing, new lighting on west upper roadways
    [Show full text]
  • Download Article 503KB
    INFINITY CROSSES THE TEES WEALTH CREATION of the vehicles moving across FORCES TO the bridge. The self-weight of a OVERCOME pedestrian bridge is much less Arches work well under than the moving loads – people uniform loads as they stay in – making the bending forces in compression. However, when an arch a problem. the loads are non-uniform, Pedestrian bridges are often bending is introduced to the subject to changing forces arch. In bridges that carry roads because of the way people this isn’t too great a problem as walk across them, and because the self-weight of the structure pedestrians tend to group in is much more than the loads non-uniform ways when they to allow water traffic underneath DESIGN the bridge, meant that it had CONSIDERATIONS to have a longer span to allow The design of the Infinity a gradual rise and fall in height. Footbridge was guided by Lifts, which would have allowed many considerations including a shorter length, were dismissed the location of the central because they would have pier, maintenance problems broken the linearity of the path experienced on local bridges and increased construction and and striking a balance between maintenance costs. rigidity, cost, and thinness These constraints led to of form. main spans of 60 m and 120 m, INFINITY The design of the bridge also one of the longest spans for had to accommodate existing a pedestrian bridge in the uses of the river. A 1,000-metre UK. Starting out as a rough rowing course runs diagonally up sketch made during a train the river on the proposed site of journey back from the site, CROSSES THE TEES the bridge, making a symmetrical the bridge is an asymmetrical bridge with a single support double tied-arch with one arch out of the question because twice the height and length Stockton-on-Tees’ Infinity Footbridge opened In 2003, the Royal Institute of the area.
    [Show full text]
  • Cibsedec11 Pp01 Cover.Indd 1 17/11/11 17:40:05 120 YEARS EXPERIENCE INSIDE EVERY TOSHIBASHIBA BULB
    December 2011 ARTFUL DESIGN HEPWORTH GALLERY GOES FOR MINIMALISM LIGHTING SPECIAL THE NEW SLL CODE POWER RELATION HOW TO APPLY CHP TAKING CONTROL MAKING SYSTEMS WORK www.cibsejournal.com CIBSEdec11 pp01 cover.indd 1 17/11/11 17:40:05 120 YEARS EXPERIENCE INSIDE EVERY TOSHIBASHIBA BULB In 1890, inspired by a meeting with Thomas Edison,on, one of Toshiba’s founders – Inchisuke Fujioka – ddevelopedeveloped and mass-produced Japan’s Ä rst electric bulb. Ever since, Toshiba has used its knowledge and eexpertisexpertise combined with high investments in the latest cuttingting eedgedge technology, to bring you the very best quality lightingting solutionssolutions.. Over the years lighting has seen many developments,ents, from frosted bulbs to Å uorescent lights and low-energyy bulbs – today Toshiba is introducing its range of innovative,ve, low energy and long life LED bulbs and Ä xtures in thee UUK.K. 1890 1921 1941 1980198800 20102010 Toshiba Toshiba Fluorescent ToshibaToshiba ToToshibashiba manufactures invents the lamps go on sale.e. NeoBalNeoBall,l, thee introduces itss Japan’s Ä rst “double coil Toshiba woworld’srld’s Ä rsrstt E-E-CoreCore LLEDED electric light electric bulb,” introduces light-bulb shapshapedped lighting to bulb one of the six technology compaccompactt UK marketmarket great inventions to Japan Å uorescent lamplaamp in bulb technology VIEW THE RANGE AT: WWW.TOSHIBA.CO.UK/LIGHTINGOSHIBA.CO.UK/LIGHTING REFLECTOR LAMPS GLS LAMPS DECORATIVE LAMPS LED LIGHT ENGINES INDOOR LIGHTING OUTDOOR LIGHTING E&OE. ©2011 Toshiba Information Systems (UK) Limited. Toshiba Information Systems (UK) Limited is a company registered in England and Wales with Company Number 918861 whose registered address is at Toshiba Court, Weybridge Business Park, Addlestone Road, Weybridge, Surrey KT15 2UL, England.
    [Show full text]
  • A Big Year Ahead
    News Spring 2011 President’s column 2 Council news 3 Policy and public affairs 4 Events 6 Public engagement 7 News of Fellows 7 International 8 Research 9 Development 10 Education 10 Obituaries 12 A big year ahead The arrival of 2011 signalled a year of major development, movement and change for the Academy. On 11 June, the Academy will celebrate its 35th anniversary with a programme that will include two talks for young people by Lord Browne as well as events showcasing engineering to the general public. On 11 July, Lord Browne will step down after five years as President and, subject to the vote of the AGM, Sir John Parker will assume the role in the expectation that he will serve a three-year term. Professor Robert Mair will complete his term as Senior Vice President and Professor Sir William Wakeham will take up that role. Under Lord Browne’s leadership, the Academy has made measurable, significant progress “to position engineering at the heart of society”. The Academy has reported the successful delivery of its objectives in the 2005-2010 strategic plan to enhance national capabilities, recognise excellence, inspire the next generation and lead debate (www.raeng.org.uk/bisreport). The Council is now working on a new plan to ensure that the Academy engages with the challenge of driving economic recovery for the UK through engineering. The Academy’s settlement in the recent Spending Review has set out the organisation’s public funding for the next four years. In line with all the national academies, the grant allocation has been slightly reduced, resulting in programmes that must be delivered more efficiently.
    [Show full text]
  • 2012 Olympic Velodrome, London, UK Expedition Engineering, London, UK
    2012 Olympic Velodrome, London, UK Expedition Engineering, London, UK XXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXX The Velodrome is a world-class venue which intelligently answers It starts with the cycling… …and develops principled curves… questions of function, beauty, sustainability, buildability and value. The 6000 seat London 2012 Velodrome will serve as an Olympic and The 13,000m2 roof is supported by a doubly curved cable net, Inspired by the dynamism and geometry of the track and the Paralympic stadium for track cycling during the Games. In legacy formed from 36mm diameter cables stressed between a perimeter engineering rigour of high performance bikes, the truly integrated use, it will take its place as the centrepiece of the VeloPark, a unique ring beam. Unusually for a cable roof, the perimeter ring beam is design and construction team set out to design a building that community cycling venue that will provide pleasure and employment integral with the curved steel supporting ‘bowl’ in order to take makes no distinction between architecture and engineering. to generations of Londoners and visitors from all over the world. advantage of the strength and stiffness of the whole structure: much of the cable forces are transferred around the bowl and The Velodrome has been very well received by the Client and also Responding to the seating below, the roof is lifted gently over the down to a series of post-tensioned concrete piers, these resisted by the legacy operator and cyclists. With cycling at its core, the seats and pulled down elsewhere, forming an elegant and ultra- by the concourse ring slab, foundations and cross-propped through building is a combination of simple technologies which cumulatively efficient curved roof.
    [Show full text]
  • Golden Glow Laser Guns Help Lincoln Cathedral’S Conservation
    CONSTRUCTION MANAGER CONSTRUCTION | NOVEMBER/DECEMBER 2019 NOVEMBER/DECEMBER 2019 NOVEMBER/DECEMBER For members of the CIOB constructionmanagermagazine.com | WWW.CONSTRUCTIONMANAGERMAGAZINE.COM LINCOLN CATHEDRAL GOLDEN GLOW LASER GUNS HELP LINCOLN CATHEDRAL’S CONSERVATION MCALPINE CEO PROFILE | STRUCTURAL STEEL SPECIAL | BIM STANDARDS CPD 01.CMNovDec19.Coverfinal.indd 1 21/10/2019 15:07 70% open fl oor space and wide access, bi-directional channels for unobstructed inspection and cleaning Fully SfA8 compliant Walkable top deck Fully confi gurable lateral Nested storage saves and vertical access points space and reduces transportation costs Confi gure tank Lightweight, on-site around easy and safe unforeseen to handle and obstacles construct At least 2 x faster Shape tank to fi t site constraints installation BBA approved for traffi cked and non-traffi cked situations FREE Market-leading Non-handed – oriented BIM Revit Packages As you can see, we right every time thought outside the box Smart connection requires Our free online confi gurator tool, video demos no pegs, clips, caps or tools and a scale model kit are just a click away… qbic.wavin.co.uk 07617_002_WAV_Q-Bic Plus Campaign_Crate Ad L_CM_255x208_New Brand_AW.indd 1 11/10/2019 14:51 constructionmanagermagazine.com CONTENTS 11/19 Contents News 04 News in pictures 06 Data: Brick sales past their peak? 08 Awaiting a new safety regime 10 Paul Hamer interview 28 Sir Robert McAlpine’s CEO profiled Opinion 14 Caroline Gumble on community 16 Feedback: Readers’ views Technical 20 Conserving Lincoln
    [Show full text]
  • Professor Chris Wise Freng
    PASSION FOR ENGINEERING PROFILE TRAILBLAZING NUSTREAM has spent considerable time during each trip building up a relationship with the community and ensuring that they ENGINEER have been consulted during the design process and that they are given a solution to the problem of the lack of electricity that is appropriate for their current situation. A small number of batteries will be offered Professor Chris Wise FREng to residents in surrounding local villages to gauge interest in the battery scheme and if this proves to be successful, research will be undertaken to look at expanding the rural electrification model into these areas. From being a director at of one of the world’s leading Research has already taken place into the surrounding villages for their requirement engineering businesses, Chris Wise decided to go it alone of electricity and suitability of flowing water 14 years ago and set up a small engineering operation with for hydropower. In the near future, team members big ambitions. He tells Michael Kenward how he has, and remain dedicated to ensuring the existing always will, advocate the value of being unconventional. Teaching the local villagers about the hydropower scheme was a vital part of our job. In an area where and newly installed schemes are successful electricity was an abstract concept, we had to manage expectations. Some of the hardest parts of the project have been getting the community onside, engendering ownership, trust and gaining cooperation and that transition to full ownership of the people of Ruarwe takes place smoothly and demanded vast sums of money for access constructing a new kiosk building, supplying gradually, using the relationships built over and change of ownership of land that, until 50 additional batteries and providing further the last two years and the skills developed the request was made, had little or no value.
    [Show full text]