A Review of Architectural and Structural Design Typologies of Multi-Storey Timber Buildings in Europe
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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. -
Building Wood Towers
construction materials AIA CONTINUING EDUCATION building wood towers HOW HIGH IS UP FOR TIMBER STRUCTURES? COURTESY AART ARCHITECTS The Waterfront, a 128-unit wood-based residential development in Stavanger, Norway, designed by AART architects and Kraftvaerk for client Kruse- Smith. This first phase was completed last July; a second phase is under construction. More than 80 firms competed for the project. BY C.C. SULLIVAN, CONTRIBUTING EDITOR LEARNING OBJECTIVES After reading this article, you should be able to: he recent push for larger and taller wood structures may seem + DESCRIBE the primary approaches to large-scale like an architectural fad—plenty of hype, but only a few dozen structural wood construction, including hybrid light Tcompleted projects globally. Concrete and steel still rule the framing and engineered mass timber. world of mid- and high-rise construction. + DISCUSS the benefits and drawbacks of structural wood Still, Building Teams around the world are starting to use more systems, in particular their contribution to sustainable large-scale structural wood systems, including heavy timbers, design and green building. engineered framing systems, and other modern wood products. The + LIST current certifications, codes, and standards that number of new buildings of this kind has been trending modestly up- affect the use of large-scale modern wood structures. ward, spurred by such benefits as sustainability, cost effectiveness, + COMPARE wood systems to concrete and steel in and reduced construction impact. Leading the way: podium-type terms of availability, suitability for building types, and concrete and light-framed hybrids in the U.S., and heavier “mass performance for such factors as acoustics and fire safety. -
The Monument the Monument
The Monument The Monument Jean-Yves ANDRIEUX Alexandre GADY ABSTRACT The production of monumental architecture is an essential aspect of European cultural history. Beginning in Antiquity, and then under the influence of Christianity, an extremely diverse body was built throughout the continent, and was the source of vast stylistic movements stretching over nearly two thousand years. This sacred and secular collection was adapted and passed down until the twentieth century, both with regard to its forms and its technology, while simultaneously importing non-European motifs. Since the Enlightenment, the recognition of monuments has stimulated this cross-cultural transfer, assisted by the rise of national spaces and driven by the near-sanctuarization of the monument, which was recognized by protective laws applied during the nineteenth century in various countries. Despite destruction and the World Wars, Europe never ceased to think of itself as a monumental continent whose resources, which are today used for political and economic purposes, confer on it the best part of its global prestige. Snowshill Manor, England. In choosing to present stylized fictitious monuments on the bills of its new currency, the European Union carefully managed the sensitivity of its different member states, and in particular reminded one of the fundamental qualities of the continent's cultural history: the production of a monumental architecture that since Antiquity has represented a dual framework that is both constructed and spiritual. Europe, whose entire history is marked, through both time and space, by public and private buildings of considerable scale, consequently distinguishes itself from civilizations without architecture. Along with ancient Egypt and the Mesoamerican civilizations, it includes the oldest built heritage of humanity, as demonstrated by spectacular ruins and intact buildings, sometimes still in use. -
APEGBC Technical and Practice Bulletin
APEGBC Technical and Practice Bulletin Structural, Fire Protection and Building Envelope Professional Engineering Services for 5- and 6-Storey Wood Frame Residential Building Projects (Mid-Rise Buildings) © April 2009 All Rights Reserved Revised April 8, 2015 Table of Contents 1.0 INTRODUCTION ................................................................................................................................. 1 1.1 Purpose .................................................................................................................................. 1 1.2 Disclaimer and Exclusion of Liability ...................................................................................... 1 1.3 The Role of APEGBC ............................................................................................................... 2 1.4 Scope of Bulletin .................................................................................................................... 2 1.5 Applicability of Bulletin .......................................................................................................... 2 1.6 Acknowledgements ................................................................................................................ 3 1.7 Introduction of Terms and Abbreviations .............................................................................. 3 2.0 PROFESSIONAL PRACTICE ................................................................................................................. 4 2.1 Coordination ......................................................................................................................... -
Structural Design of High-Rise Buildings
ReportTVSM-5213 ERIK HALLEBRANDandWILHELMJAKOBSSON STRUCTURAL DESIGNOFHIGH-RISEBUILDINGS STRUCTURAL DESIGN OF HIGH-RISE BUILDINGS ERIK HALLEBRAND and WILHELM JAKOBSSON Structural Master’s Dissertation Mechanics 55213HO.indd213HO.indd 1 22016-08-08016-08-08 17:22:5317:22:53 DEPARTMENT OF CONSTRUCTION SCIENCES DIVISION OF STRUCTURAL MECHANICS ISRN LUTVDG/TVSM--16/5213--SE (1-127) | ISSN 0281-6679 MASTER’S DISSERTATION STRUCTURAL DESIGN OF HIGH-RISE BUILDINGS ERIK HALLEBRAND and WILHELM JAKOBSSON Supervisors: PETER PERSSON,PhD, Div. of Structural Mechanics, LTH och JESPER AHLQUIST,MSc, Sweco. Examiner: Professor KENT PERSSON, Div. of Structural Mechanics, LTH. Copyright © 2016 Division of Structural Mechanics, Faculty of Engineering LTH, Lund University, Sweden. Printed by Media-Tryck LU, Lund, Sweden, June 2016 (Pl). For information, address: Division of Structural Mechanics, Faculty of Engineering LTH, Lund University, Box 118, SE-221 00 Lund, Sweden. Homepage: www.byggmek.lth.se Abstract High-rise buildings are exposed to both static and dynamic loads. Depending on the method used and how the structure is modelled in finite element software the results can vary. Some of the issues and modelling techniques, introduced below, are investigated in this Master’s thesis. Dynamic effects such as resonance frequencies and accelerations are considered. The variation in static results from reaction forces, overturning moments, deflections, critical buckling loads, forces between prefabricated elements and force distributions between concrete cores are investigated with different models. The models are evaluated by different elements and methods, such as construction stage analysis, to study the impact these have on the results. Simplified calculations by hand according to different standards, regulations and codes such as SS-ISO, EKS and Eurocode have been compared with finite element analyses. -
Cross Laminated Timber – the Product
CROSS-LAMINATED TIMBER A REVOLUTION IN TIMBER CONSTRUCTION ‘The best friend on earth of man is the tree. When we use the tree respectfully and economically, we have on of the greatest resources on earth.’ Frank Lloyd Wright CROSS LAMINATED TIMBER – THE PRODUCT . crosswise glued lamellas mainly in spruce . large sized structural elements for walls, ceilings and roofs . maximum dimensions 55 feet by 10 feet up to 20 inches thick . non-visible, industrial visible and domestic visible quality . 3, 5, 7 or even more layers, according to structural requirements . production made to order CROSS LAMINATED TIMBER – THE ADVANTAGES . sustainable, environmentally friendly building material . light-weight construction . short erection time due to prefabrication . extremely accurate shapes and openings . compatable with many different materials . allows for maximum architectural freedom . active climate protection – 1 m³ timber stores approx. 1 ton of CO2 BUILDING WITH TIMBER . Timber is the only renewable structural building material . Timber has the lowest energy consumption of any building material across its lifecycle . Using solid timber will reduce CO2 emissions when used in place of traditional construction materials i.e. concrete, steel, brick & block etc. Forests act as a carbon ‘sink’ removing CO2 from the atmosphere, releasing oxygen and sequestering/storing carbon BUILDING WITH TIMBER CO2 Absorbed 2,000kg 1,500kg 1,000kg 800kg 500kg Sequestered Carbon – 250kg 500kg 870kg Cross-laminated 1,700kg Timber 1,000kg Cement 1,500kg 2,000kg Steel CO2 Emitted BUILDING WITH TIMBER . Growing timber / trees removes CO2 from the atmosphere 3 3 . 1m (480-500kg/m ) of KLH panels will remove approximately 800kg of CO2 . -
Comparison of Environmental Performance of a Five-Storey Building Built with Cross-Laminated Timber and Concrete
COMPARISON OF ENVIRONMENTAL PERFORMANCE OF A FIVE-STOREY BUILDING BUILT WITH CROSS-LAMINATED TIMBER AND CONCRETE Submitted to Sustainable Building Science Program By Yue (Jessie) Chen Department of Wood Science University of British Columbia Vancouver, B.C., Canada August 31, 2012 1 TABLE OF CONTENTS TABLE OF CONTENTS .......................................................................................................... 2 LIST OF TABLES .................................................................................................................... 3 LIST OF FIGURES .................................................................................................................. 4 ACKNOWLEDGEMENTS ...................................................................................................... 5 EXECUTIVE SUMMARY ....................................................................................................... 6 INTRODUCTION ..................................................................................................................... 8 CROSS-LAMINATED TIMBER ............................................................................................. 9 DISCOVERY PLACE-BUILDING 12 ................................................................................... 11 BUILDING REDESIGN ......................................................................................................... 12 Redesign of T-slabs ........................................................................................................... -
Fire Safety Challenges of Tall Wood Buildings (2013)
Fire Safety Challenges of Tall Wood Buildings Final Report Prepared by: Robert Gerard and David Barber Arup North America Ltd San Francisco, CA Armin Wolski San Francisco, CA © December 2013 Fire Protection Research Foundation THE FIRE PROTECTION RESEARCH FOUNDATION ONE BATTERYMARCH PARK QUINCY, MASSACHUSETTS, U.S.A. 02169-7471 E-MAIL: [email protected] WEB: www.nfpa.org/Foundation —— Page ii —— FOREWORD Recent architectural trends include the design and construction of increasingly tall buildings with structural components comprised of engineered wood referred to by names including; cross laminated timber (CLT), laminated veneer lumber (LVL), or glued laminated timber (Glulam). Construction is currently underway on a 10-story apartment building in Melbourne, Australia, with taller structures up to 30 stories under design in Norway, Austria and Vancouver. These buildings are cited for their advantages in sustainability resulting from the use of wood as a renewable construction material. Claims have been made that they are designed to be safer than buildings fabricated using structural steel due to the formation of an insulating char layer that forms on the perimeter of a laminated wood beam when exposed to a fire. The Fire Protection Research Foundation initiated this project to gain an understanding of the performance of these buildings under credible fire scenarios to ensure the safety of the occupants to emissions and thermal hazards, as well as the property protection of the building and nearby structures. The goals of this first phase project was to gather information and data from relevant studies and analyze the knowledge gaps. In addition, a framework prioritization of research needs was produced. -
From File to Factory: Advanced Manufacture of Engineered Wood Elements
From file to factory: Advanced manufacture of engineered wood elements Part 1: Innovative design solutions for multi-storey timber buildings throughout the entire building process Part 2: Application to project Zembla in Kalmar, Sweden Magnus Larsson Alex Kaiser Ulf Arne Girhammar From file to factory: Advanced manufacture of engineered wood elements Part 1: Innovative design solutions for multi-storey timber buildings throughout the entire building process Part 2: Application to project Zembla in Kalmar, Sweden Magnus Larsson Alex Kaiser Ulf Arne Girhammar Luleå University of Technology Department of Engineering Sciences and Mathematics Division of Wood Science and Engineering ISSN 1402-1528 ISBN 978-91-7790-870-8 (print) ISBN 978-91-7790-884-5 (pdf) Luleå 2020 www.ltu.se FROM FILE TO FACTORY: Advanced manufacture of engineered wood elements – Part 1: Innovative design solutions for multi-storey timber buildings throughout the entire building process Magnus Larsson1, Alex Kaiser2, Ulf Arne Girhammar2,* 1 Former Luleå University of Technology, Sweden 2 Division of Wood Science and Engineering, Luleå University of Technology, 931 87 Skellefteå, Sweden ABSTRACT: “File-to-factory” processes of computer technologies is a contemporary way to both maximise efficiency throughout the building process, increase a building's performance, and be able to add interesting architectural possibilities throughout the design phase. Viewing the building as a parametric network of connected components that can be individually controlled through unique parameters may no longer be a novel architectural concept, but its application to multi-storey timber buildings is still a territory for which there are no maps. Allowing not only the notion of identicality in mechanically reproduced objects to be left behind, but replacing the idea of the object with that of the objectile, the authors investigate a novel approach that produces a set of building trajectories rather than a set of buildings, yet yields a series of buildable examples of those trajectories. -
Up Or Out? Residential Building Height Regulations in Auckland - Understanding the Effects and Implications
WORK IN PROGRESS – PRELIMINARY ANALYSIS NOT TO BE RELIED UPON. DO NOT QUOTE WITHOUT AUTHOR’S PERMISSION Up or out? Residential building height regulations in Auckland - understanding the effects and implications Working Paper June 2014 Presented to the New Zealand Association of Economists Annual Conference, Auckland 2-4 July 2014. WORK IN PROGRESS – PRELIMINARY ANALYSIS NOT TO BE RELIED UPON. DO NOT QUOTE WITHOUT AUTHOR’S PERMISSION © 2014 Auckland Council This publication is provided strictly subject to Auckland Council’s copyright and other intellectual property rights (if any) in the publication. Users of the publication may only access, reproduce and use the publication, in a secure digital medium or hard copy, for responsible genuine non-commercial purposes relating to personal, public service or educational purposes, provided that the publication is only ever accurately reproduced and proper attribution of its source, publication date and authorship is attached to any use or reproduction. This publication must not be used in any way for any commercial purpose without the prior written consent of Auckland Council. Auckland Council does not give any warranty whatsoever, including without limitation, as to the availability, accuracy, completeness, currency or reliability of the information or data (including third party data) made available via the publication and expressly disclaim (to the maximum extent permitted in law) all liability for any damage or loss resulting from your use of, or reliance on the publication or the information and data provided via the publication. The publication, information, and data contained within it are provided on an "as is" basis. WORK IN PROGRESS – PRELIMINARY ANALYSIS NOT TO BE RELIED UPON. -
Tall Buildings Tall Building Projects Worldwide
Tall buildings Safe, comfortable and sustainable solutions for skyscrapers ©China Resources Shenzhen Bay Development Co., Ltd ©China Resources Tall building projects worldwide Drawing upon our diverse skillset, Arup has helped define the skylines of our cities and the quality of urban living and working environments. 20 2 6 13 9 1 7 8 16 5 11 19 3 15 10 17 4 12 18 14 2 No. Project name Location Height (m) 1 Raffles City Chongqing 350 ©Safdie Architect 2 Burj Al Alam Dubai 510 ©The Fortune Group/Nikken Sekkei 3 UOB Plaza Singapore 274 4 Kompleks Tan Abdul Razak Penang 232 5 Kerry Centre Tianjin 333 ©Skidmore Owings & Merrill 6 CRC Headquarters Shenzhen 525 ©China Resources Shenzhen Bay Development Co Ltd 7 Central Plaza Hong Kong 374 8 The Shard London 310 9 Two International Finance Centre Hong Kong 420 10 Shenzhen Stock Exchange Shenzhen 246 ©Marcel Lam Photography 11 Wheelock Square Shanghai 270 ©Kingkay Architectural Photography 12 Riviera TwinStar Square Shanghai 216 ©Kingkay Architectural Photography 13 China Zun (Z15) Beijing 528 ©Kohn Pederson Fox Associates PC 14 HSBC Main Building Hong Kong 180 ©Vanwork Photography 15 East Pacific Centre Shenzhen 300 ©Shenzhen East Pacific Real Estate Development Co Ltd 16 China World Tower Beijing 330 ©Skidmore, Owings & Merrill 17 Commerzbank Frankfurt 260 ©Ian Lambot 18 CCTV Headquarters Beijing 234 ©OMA/Ole Scheeren & Rem Koolhaas 19 Aspire Tower Doha 300 ©Midmac-Six Construct 20 Landmark Tower Yongsan 620 ©Renzo Piano Building Workshop 21 Northeast Asia Trade Tower New Songdo City 305 ©Kohn Pedersen Fox Associates PC 22 Guangzhou International Finance Centre Guangzhou 432 ©Wilkinson Eyre 23 Torre Reforma Mexico 244 ©L Benjamin Romano Architects 24 Chow Tai Fook Centre Guangzhou 530 ©Kohn Pederson Fox Associates PC 25 Forum 66 Shenyang 384 ©Kohn Pedersen Fox Associates PC 26 Canton Tower Guangzhou 600 ©Information Based Architecture 27 30 St. -
12-Storey Encapsulated Mass Timber Construction
BUILDING/FIRE CODE VARIANCE February 2020 19-BCV-014 19-FCV-019 Page 1 of 26 12-STOREY ENCAPSULATED MASS TIMBER CONSTRUCTION PURPOSE The purpose of this variance is to permit the construction of buildings of up to 12-storeys in building height of encapsulated mass timber construction (EMTC), as an alternative solution to the National Building Code–2019 Alberta Edition (NBC(AE)) and the National Fire Code-2019 Alberta Edition (NFC(AE)). DISCUSSION The 2020 editions of the National Building Code of Canada (NBCC) and National Fire Code of Canada (NFCC) will contain requirements for EMTC up to 12 storeys in building height.The upcoming code provisions were developed by the National Research Council and the Canadian Commission on Building and Fire Codes. EMTC refers to buildings where the mass timber components of the building are surrounded or encapsulated with fire-resistive material. This allows for equivalent or better fire protection compared to other construction types currently permitted by the NBCC and NBC(AE). The upcoming code provisions also include additional requirements for fire protection during construction and ongoing maintenance. The NBCC 2020 and NFCC 2020 are anticipated to be published in early 2021 and Alberta will automatically enforce the national codes with minimal provincial variations 12 months from their publication date. In order to advance the use of EMTC in Alberta, this variance will permit EMTC up to 12 storeys in building height anywhere in Alberta provided the conditions in this variance are complied with. A variance provides an alternative solution of approximately equivalent or greater safety performance to the prescriptive requirements of the codes.