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Andrade, Pedro António Pimenta deORCID iD iconorcid.org/0000-0001-6953-7082
Alternative names
Publications (10 of 11) Show all publications
Andrade, P., Lagerqvist, O., Simões, R. & Veljkovic, M. (2017). Structural assessment of a column splice with opened slotted holes: Finger Connection. Paper presented at EUROSTEEL 2017, Copenhagen, Denmark, September 13–15, 2017. ce/papers, 1(2-3), 514-521
Open this publication in new window or tab >>Structural assessment of a column splice with opened slotted holes: Finger Connection
2017 (English)In: ce/papers, E-ISSN 2509-7075, Vol. 1, no 2-3, p. 514-521Article in journal (Refereed) Published
Abstract [en]

This paper introduces a novel joint based on a friction connection designed for column-splices. The jointwas developed within the scope of modular construction to improve the fast assembly of prefabricatedframes and to accommodate eventual misalignments. Gaps at the connection are considered on the jointhorizontal and vertical axis to accommodate misalignments whether they are rotations and/ordisplacements and so to allow for the easy fit of the columns. The efficiency of the joint resistance basedon different connection gaps subjected to uniform compression is assessed.

Place, publisher, year, edition, pages
Ernst & Sohn Verlag, 2017
National Category
Building Technologies
Research subject
Steel Structures
Identifiers
urn:nbn:se:ltu:diva-65645 (URN)10.1002/cepa.88 (DOI)
Conference
EUROSTEEL 2017, Copenhagen, Denmark, September 13–15, 2017
Note

Konferensartikel i tidskrift

Available from: 2017-09-14 Created: 2017-09-14 Last updated: 2017-11-24Bibliographically approved
Andrade, P., Lagerqvist, O., Veljkovic, M., Simoes, R. & Lundholm, J. (2016). Innovative system for the construction and management of student resisdences: Frameup system. In: Lennart Elfgren, Johan Jonsson, Mats Karlsson, Lahja Rydberg-Forssbeck and Britt Sigfrid (Ed.), IABSE CONGRESS, STOCKHOLM, 2016: Challenges in Design and Construction of an Innovativeand Sustainable Built Environment. Paper presented at 9th IABSE Congress, Stockholm 2016, September 21-23 (pp. 1364-1370). CH - 8093 Zürich, Switzerland: International Association for Bridge and Structural Engineering
Open this publication in new window or tab >>Innovative system for the construction and management of student resisdences: Frameup system
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2016 (English)In: IABSE CONGRESS, STOCKHOLM, 2016: Challenges in Design and Construction of an Innovativeand Sustainable Built Environment / [ed] Lennart Elfgren, Johan Jonsson, Mats Karlsson, Lahja Rydberg-Forssbeck and Britt Sigfrid, CH - 8093 Zürich, Switzerland: International Association for Bridge and Structural Engineering, 2016, p. 1364-1370Conference paper, Oral presentation with published abstract (Refereed)
Abstract [en]

Sweden has a strong demand on the construction of student accommodations and consequently significant efforts have been taken to increase and streamline construction methods. In addition, the fluctuation on the number of students admitted at each year, in each university, lead to periods of house shortage or, in opposition to that, to eventual surplus on the housing market. For these reasons urges finding a fast execution process in construction to fulfil the market needs, together with a housing mechanism of control which balances the students’ needs with the housing availability. In this sense, the Frameup system arises as a solution to solve both problems by combining a modular construction with an innovative execution process.

The FRAMEUP buildings uses a steel frame in combination with prefabricated 3D modules - fully equipped and suitable for student accommodations – which are assembled by starting from the roof to the 1st floor. The existence of the lifting system permits the erection of the building, promoting each time the building is lifted, a clearance of one-floor-height, at ground level, for the assembly of a new floor. The procedure is repeated several times, according to the number of floors, until the 1st floor of the building, the last floor of the execution sequence, is assembled.

Alongside with its advantage on the fast execution, the Frameup system allows to efficiently increase or decrease the number of the floors and consequently its exchangeability with other buildings of same nature. Thus, assuming a net of FRAMEUP buildings at each university, its exchangeability system would create the necessary conditions so that the number of floors at each campus would follow the fluctuations of the students’ population among the different universities on different periods of time, so to suppress the needs for housing or to avoid the surplus on construction.

Place, publisher, year, edition, pages
CH - 8093 Zürich, Switzerland: International Association for Bridge and Structural Engineering, 2016
Series
IABSE Congress Reports
National Category
Building Technologies
Research subject
Steel Structures
Identifiers
urn:nbn:se:ltu:diva-62563 (URN)2-s2.0-85018952106 (Scopus ID)978-3-85748-144-4 (ISBN)
Conference
9th IABSE Congress, Stockholm 2016, September 21-23
Available from: 2017-03-20 Created: 2017-03-20 Last updated: 2017-11-24Bibliographically approved
Andrade, P., Veljkovic, M., Lundholm, J. & Heistermann, T. (2015). Innovative Construction of Student Residences: Frameup concept (ed.). In: (Ed.), Markku Heinisuo; Jari Mäkinen (Ed.), The 13th Nordic Steel Construction Conference: NSCC-2015. Paper presented at Nordic Steel Construction Conference : 23/09/2015 - 25/09/2015 (pp. 199-200). Tampere: Tampere University of Technology, Department of Civil Engineering
Open this publication in new window or tab >>Innovative Construction of Student Residences: Frameup concept
2015 (English)In: The 13th Nordic Steel Construction Conference: NSCC-2015 / [ed] Markku Heinisuo; Jari Mäkinen, Tampere: Tampere University of Technology, Department of Civil Engineering , 2015, p. 199-200Conference paper, Meeting abstract (Refereed)
Abstract [en]

Sweden has a strong demand on the construction of student accommodations and therefore significant efforts have been taken towards an affordable and easy solution of the problem. A concept combining these requirements may be based on the use of structural steel frames in combination with prefabricated 3D modules fully equipped and suitable for student accommodations. Therefore, the need to investigate and develop a system suitable for an effective assembly of student residences is considered in this paper, as part of an international project, Optimization of the frames for effective assembling - FRAMEUP. The Fig. 1 reveals an overview of the system within the execution process.The Frameup system introduces a new approach in terms of execution technique which consists of the execution of a building starting from the roof to the 1st floor. The existence of a lifting system constituted of a horizontal rigid frame - grid - in combination with lifting towers - pylons - permits the erection of the building, promoting each time the building is lifted, a clearance of one-floor-height plus tolerances at the ground level. This creates room enough for the assembly of the lower floor from below the previously assembled floor. The procedure is repeated several times according to the number of floors until the 1st floor of the building, the last floor of the execution sequence, is assembled. Moreover the Frameup system introduces an innovation, the Frameup conveyor system, which streamlines the assembly process so to move/slide the elements, as they come, directly from the lorry to their final position in the building.The development of the Frameup system benefits from a stepwise detailed 3D modeling and structural analysis and design tools. However, when it comes to attest the reliability and efficiency of the system, a full scale feasibility test is essential and it is performed on the majority of the sequences of construction.

Place, publisher, year, edition, pages
Tampere: Tampere University of Technology, Department of Civil Engineering, 2015
Keywords
Innovative structures, Innovations, construction, Civil engineering and architecture - Building engineering, Samhällsbyggnadsteknik och arkitektur - Byggnadsteknik
National Category
Building Technologies
Research subject
Steel Structures
Identifiers
urn:nbn:se:ltu:diva-39762 (URN)ea0ed94e-5f18-49b8-81f3-1b69d2a47df8 (Local ID)978-952-15-3578-9 (ISBN)978-952-15-3579-6 (ISBN)ea0ed94e-5f18-49b8-81f3-1b69d2a47df8 (Archive number)ea0ed94e-5f18-49b8-81f3-1b69d2a47df8 (OAI)
Conference
Nordic Steel Construction Conference : 23/09/2015 - 25/09/2015
Projects
FRAMEUP - Optimization of frames for effective assembling
Note
Godkänd; 2015; 20151007 (pedand)Available from: 2016-10-03 Created: 2016-10-03 Last updated: 2018-06-08Bibliographically approved
Vicente, G., Andrade, P., Simões, R., Rebelo, C., Silva, L. S. & Veljkovic, M. (2015). Sistema Inovador de Construção Metálica: FRAMEUP (ed.). Paper presented at Congresso Nacional de Construção Metálica e Mista : 26/11/2015 - 27/11/2015. Paper presented at Congresso Nacional de Construção Metálica e Mista : 26/11/2015 - 27/11/2015.
Open this publication in new window or tab >>Sistema Inovador de Construção Metálica: FRAMEUP
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2015 (Portuguese)Conference paper, Oral presentation only (Refereed)
Abstract [en]

The methodology developed under the project FRAMEUP includes the construction of residential buildings from the top to the base, whose compartments are prefabricated modules. The construction begins with the execution of the roof, on the ground level, which is later on lifted, allowing from beneath the construction of the lower floors, while it protects them from the weather. The construction ends with the execution of the ground floor. It is adopted a framed structure with tubular sections for which the beam-to-column connections are developed and the columns-splices designed to facilitate and the use of this constructive methodology.

National Category
Building Technologies
Research subject
Steel Structures
Identifiers
urn:nbn:se:ltu:diva-35679 (URN)a51b4da5-e5eb-4e27-b19b-c2f3c2a75377 (Local ID)a51b4da5-e5eb-4e27-b19b-c2f3c2a75377 (Archive number)a51b4da5-e5eb-4e27-b19b-c2f3c2a75377 (OAI)
Conference
Congresso Nacional de Construção Metálica e Mista : 26/11/2015 - 27/11/2015
Projects
FRAMEUP - Optimization of frames for effective assembling
Note
Godkänd; 2015; 20160108 (pedand)Available from: 2016-09-30 Created: 2016-09-30 Last updated: 2018-06-08Bibliographically approved
Andrade, P., Pavlovic, M., Heistermann, C., Veljkovic, M. & Heistermann, T. (2015). Structural Behaviour of a Novel Column-Splice Joint: Finger Connection (ed.). In: (Ed.), Markku Heinisuo; Jari Mäkinen (Ed.), The 13th Nordic Steel Construction Conference: NSCC-2015. Paper presented at Nordic Steel Construction Conference : 23/09/2015 - 25/09/2015 (pp. 215-216). Tampere: Tampere University of Technology, Department of Civil Engineering
Open this publication in new window or tab >>Structural Behaviour of a Novel Column-Splice Joint: Finger Connection
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2015 (English)In: The 13th Nordic Steel Construction Conference: NSCC-2015 / [ed] Markku Heinisuo; Jari Mäkinen, Tampere: Tampere University of Technology, Department of Civil Engineering , 2015, p. 215-216Conference paper, Meeting abstract (Refereed)
Abstract [en]

The novel joint presented in this paper is a friction connection used for column-splice connections of modular buildings as part of the innovative construction method introduced in the research project Optimization of frames for effective assembling - FRAMEUP. This type of joint provides a quick assembly and can deal with misalignments by introducing a connection gap. A filler and finger plate are welded to the upper part of the column to this end.The gap between finger plates and lower column faces is closed during tightening of the bolts and, thus, establishes a slip-resistant connection. The efficiency of the joint resistance based on different connection gaps subjected to uniform compression is assessed.The column-splice is composed of four slip-resistant connections, one at each side of the tube. Each finger plate consists of three long slotted holes and is welded to the upper column face. Long slotted holes are used to accommodate vertical misalignments and, therefore, allow fitting the bolts which are pre-installed in the lower column. Filler plates with different thicknesses (4, 6 and 8 mm) welded between the finger plate and upper column face are used to create a connection gap which allows balancing horizontal misalignments. The lower column faces consist of each nine holes with no clearance in order to pre-fit the bolts in a workshop. Thus, the assembling process on the construction site can be speeded up as once the lowercolumns are in place all bolts can be tightened immediately.

Place, publisher, year, edition, pages
Tampere: Tampere University of Technology, Department of Civil Engineering, 2015
Keywords
Finger Connection, slip-resistance connection, Engineering mechanics - Construction engineering, Teknisk mekanik - Konstruktionsteknik
National Category
Building Technologies
Research subject
Steel Structures
Identifiers
urn:nbn:se:ltu:diva-27929 (URN)18593bf7-99f9-402f-8911-3223b1dccbf3 (Local ID)978-952-15-3578-9 (ISBN)978-952-15-3579-6 (ISBN)18593bf7-99f9-402f-8911-3223b1dccbf3 (Archive number)18593bf7-99f9-402f-8911-3223b1dccbf3 (OAI)
Conference
Nordic Steel Construction Conference : 23/09/2015 - 25/09/2015
Projects
FRAMEUP - Optimization of frames for effective assembling
Note
Godkänd; 2015; 20151007 (pedand)Available from: 2016-09-30 Created: 2016-09-30 Last updated: 2018-06-08Bibliographically approved
Andrade, P., Veljkovic, M., Feldmann, M., Pak, D., Pyschny, D. & Lundholm, J. (2014). Design and execution of a 3D modular building (ed.). In: (Ed.), Raffaele Landolfo; Frederico M. Mazzolani (Ed.), Eurosteel 2014: 7th European Conference on Steel and Composite Structures. Paper presented at European Conference on Steel and Composite Structures : 10/09/2014 - 12/09/2014 (pp. 103-104). Brussels, Belgium: European Convention for Constructional Steelwork, ECCS
Open this publication in new window or tab >>Design and execution of a 3D modular building
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2014 (English)In: Eurosteel 2014: 7th European Conference on Steel and Composite Structures / [ed] Raffaele Landolfo; Frederico M. Mazzolani, Brussels, Belgium: European Convention for Constructional Steelwork, ECCS , 2014, p. 103-104Conference paper, Meeting abstract (Refereed)
Place, publisher, year, edition, pages
Brussels, Belgium: European Convention for Constructional Steelwork, ECCS, 2014
Keywords
Innovative structures, prefabrication, execution process, student residence, demonstration building, Civil engineering and architecture - Building manufacturing engineering, Samhällsbyggnadsteknik och arkitektur - Byggproduktionsteknik
National Category
Building Technologies
Research subject
Steel Structures
Identifiers
urn:nbn:se:ltu:diva-30192 (URN)3ef3d837-257f-4785-a5ae-bf70e81f6520 (Local ID)978-92-9147-121-8 (ISBN)3ef3d837-257f-4785-a5ae-bf70e81f6520 (Archive number)3ef3d837-257f-4785-a5ae-bf70e81f6520 (OAI)
Conference
European Conference on Steel and Composite Structures : 10/09/2014 - 12/09/2014
Projects
FRAMEUP - Optimization of frames for effective assembling
Note
Godkänd; 2014; 20140917 (pedand)Available from: 2016-09-30 Created: 2016-09-30 Last updated: 2018-06-08Bibliographically approved
Heistermann, C., Pavlovic, M., Andrade, P., Veljkovic, M., Rebelo, C. & Silva, L. S. (2014). Finite Element Analysis of Lap Joints in Steel Tubular Towers (ed.). In: (Ed.), Raffaele Landolfo; Frederico M. Mazzolani (Ed.), Eurosteel 2014: 7th European Conference on Steel and Composite Structures. Paper presented at European Conference on Steel and Composite Structures : 10/09/2014 - 12/09/2014 (pp. 291-292). Brussels, Belgium: European Convention for Constructional Steelwork, ECCS
Open this publication in new window or tab >>Finite Element Analysis of Lap Joints in Steel Tubular Towers
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2014 (English)In: Eurosteel 2014: 7th European Conference on Steel and Composite Structures / [ed] Raffaele Landolfo; Frederico M. Mazzolani, Brussels, Belgium: European Convention for Constructional Steelwork, ECCS , 2014, p. 291-292Conference paper, Meeting abstract (Refereed)
Place, publisher, year, edition, pages
Brussels, Belgium: European Convention for Constructional Steelwork, ECCS, 2014
Keywords
Friction connection, Finite element analysis, Loss of pretension, Long open slotted hole, Finger plate buckling, Civil engineering and architecture - Building manufacturing engineering, Samhällsbyggnadsteknik och arkitektur - Byggproduktionsteknik
National Category
Building Technologies
Research subject
Steel Structures
Identifiers
urn:nbn:se:ltu:diva-30391 (URN)42c01d98-55a2-4c73-be78-bae2b210c3ff (Local ID)978-92-9147-121-8 (ISBN)42c01d98-55a2-4c73-be78-bae2b210c3ff (Archive number)42c01d98-55a2-4c73-be78-bae2b210c3ff (OAI)
Conference
European Conference on Steel and Composite Structures : 10/09/2014 - 12/09/2014
Projects
FRAMEUP - Optimization of frames for effective assembling
Note
Godkänd; 2014; 20140917 (chrott)Available from: 2016-09-30 Created: 2016-09-30 Last updated: 2018-06-08Bibliographically approved
Andrade, P. A. (2014). Innovative Construction of Student Residences: Frameup Project (ed.). (Licentiate dissertation). Paper presented at . : Luleå tekniska universitet
Open this publication in new window or tab >>Innovative Construction of Student Residences: Frameup Project
2014 (English)Licentiate thesis, comprehensive summary (Other academic)
Alternative title[sv]
Innovativa byggnader for studentboende : Frameup Project
Abstract [en]

In the majority of university cities in Sweden, a strong demand for student accommodations has initiated various development and research projects focusing on costs reduction and fast execution. The present thesis brings up a solution based on the development of a feasible assembly concept and process, for a Modular Building erection, where prefabricated 3D Modules are assembled into a sway steel frame. The concept has been initiated within FRAMEUP project: Optimization of Frames for Effective Assembling (RFCS contract RFS-PR-10121). One of the main project objectives was to investigate and develop a competitive structural system suitable for fast in-situ execution and dismounting. Thus, in order to streamline the construction process, the use of optimized prefabricated frames and room 3D modules has become a very attractive alternative. The building is designed considering a six-story building, as it has been seen as the suitable choice of industrial partners in the project on market demands for the optimal payoff time. The use of Intensive Use of Steel together with Modular Construction enhances the conditions for industrialization of the construction process towards the cost reduction.The development of the whole concept is described and followed up by a 4D construction sequence. The concept is based on the original structural system for which calculations, drawings and feasibility test at full scale are made to prove the credibility of the system. The 3D Modules are designed by Norrbotten based SME, which has influenced the global concept design. In addition, development of a novel joint, by means of laboratory tests and finite element models, is shown in the thesis. It is believed that its use in the frame, for the column splice connection, may be advantageous for the execution process. The issue of execution tolerances has been addressed by advanced FEA, which has been validated by experiments.

Abstract [sv]

I majoriteten av svenska universitetsstäder har stark efterfrågan på studentbostäder initierat flera utvecklings- och forskningsprojekt med fokus på kostnadsbesparingar och snabbt uppförande. Föreliggande uppsats behandlar en lösning baserad på utveckling av ett koncept med prefabricerade byggnadsmoduler vilka monteras i ett ramverk av stål. Konceptet har initierats inom FRAMEUP-projektet Optimization of Frames for Effective Assembling (RFCS contract RFS-PR-10121). En av de främsta målsättningarna var att utveckla ett konkurrenskraftigt konstruktivt system som är lämpligt för såväl snabb montering som snabb nedmontering på plats. I syfte att effektivisera konstruktionsfasen är användning av optimerade prefabricerade ramar och rumsmoduler att attraktivt alternativ. Byggnaden är dimensionerad för sex våningar eftersom det har ansetts som ett optimum ur ett återbetalningsperspektiv av medverkande industriella partners. Användningen av koncepten Intensive Use of Steel och Modular Construction förbättrar möjligheterna till industrialisering av konstruktionsprocessen vilket möjliggör kostnadsbesparingar.Utvecklingen av hela konceptet är beskriven och följs upp med en 4D konstruktionssekvens. Konceptet är baserat på det ursprungliga konstruktiva systemet för vilket beräkningar, ritningar och genomförbarhetsprov i fullskala är utförda. Modulerna är konstruerade av SME i Norrbotten vilket har påverkat det övergripande konstruktionskonceptet. Därutöver redovisar uppsatsen utvecklingen av en ny typ av förband vilket undersöks med provning och FE-beräkningar. Det är tänkbart att användande av detta förband i ramverkets pelarskarvar kan leda till ett optimerat uppförande. Frågan om utförandetoleranser har adresserats med avancerade FE-beräkningar vilka har validerats med provningar.

Place, publisher, year, edition, pages
Luleå tekniska universitet, 2014
Series
Licentiate thesis / Luleå University of Technology, ISSN 1402-1757
National Category
Building Technologies
Research subject
Steel Structures
Identifiers
urn:nbn:se:ltu:diva-26520 (URN)ea6e7ccc-5aec-4008-b71b-0cb0667863df (Local ID)978-91-7583-176-3 (ISBN)978-91-7583-177-0 (ISBN)ea6e7ccc-5aec-4008-b71b-0cb0667863df (Archive number)ea6e7ccc-5aec-4008-b71b-0cb0667863df (OAI)
Projects
FRAMEUP - Optimization of frames for effective assembling
Note
Godkänd; 2014; 20141020 (pedand); Nedanstående person kommer att hålla licentiatseminarium för avläggande av teknologie licentiatexamen. Namn: Pedro António Pimenta de Andrade Ämne: Stålbyggnad/Steel Structuring Uppsats: Innovative Construction of Student Residences Frameup Concept Examinator: Professor Milan Veljkovic, Institutionen för samhällsbyggnad och naturresurser, Luleå tekniska universitet Diskutant: Avdelningschef Anders Sjelvgren, Boverket, Karlskrona Tid: Onsdag den 17 december 2014 kl 13.00 Plats: F531, Luleå tekniska universitetAvailable from: 2016-09-30 Created: 2016-09-30 Last updated: 2017-11-24Bibliographically approved
Andrade, P. & Veljkovic, M. (2014). Project: FRAMEUP - Optimization of frames for effective assembling. Paper presented at .
Open this publication in new window or tab >>Project: FRAMEUP - Optimization of frames for effective assembling
2014 (English)Other (Other (popular science, discussion, etc.))
National Category
Building Technologies
Research subject
Steel Structures
Identifiers
urn:nbn:se:ltu:diva-36226 (URN)b690ae74-eaed-48bc-a44f-68d2e111fe5a (Local ID)b690ae74-eaed-48bc-a44f-68d2e111fe5a (Archive number)b690ae74-eaed-48bc-a44f-68d2e111fe5a (OAI)
Note

Publikationer: Design and execution of a 3D modular building; Assessment and monitoring of a student residential building using an innovative execution solution; Finite Element Analysis of Lap Joints in Steel Tubular Towers; Innovative Construction of Student Residences: Frameup Project; Structural Behaviour of a Novel Column-Splice Joint: Finger Connection; Innovative Construction of Student Residences: Frameup concept; Sistema Inovador de Construção Metálica: FRAMEUP; Status: Pågående; Period: 01/07/2011 → 30/06/2014

Available from: 2016-09-30 Created: 2016-09-30 Last updated: 2018-06-08Bibliographically approved
Andrade, P., Monteiro, S., Gervásio, H. & Veljkovic, M. (2013). Assessment and monitoring of a student residential building using an innovative execution solution (ed.). In: (Ed.), Luís Bragança; Ricardo Mateus; Manuel Pinheiro (Ed.), Proceedings of SB13 Portugal: Contribution of Sustainable Building to Meet EU 20-20-20 Targets. Paper presented at SB13 Portugal : 30/10/2013 - 01/11/2013 (pp. 403-410). Guimarães, Portugal
Open this publication in new window or tab >>Assessment and monitoring of a student residential building using an innovative execution solution
2013 (English)In: Proceedings of SB13 Portugal: Contribution of Sustainable Building to Meet EU 20-20-20 Targets / [ed] Luís Bragança; Ricardo Mateus; Manuel Pinheiro, Guimarães, Portugal, 2013, p. 403-410Conference paper, Published paper (Refereed)
Abstract [en]

The construction, fit-out, operation and the final demolition of buildings contributes to a large-scale negative impacts on the environment, even at the level of material and energy consumption, or even because the inefficient infrastructure. This document is based on a thorough study that encompasses the design phase, construction, use and, finally,the end of life. This work it is followed by an innovative modular building and execution process, within theFRAMEUP project, which will take place in Lulea, Sweden. The aim of this study is to analyze the sustainability of this future building; first from an energy point of view so as to know the specific energy consumption using specific software, and on the other hand from an environmental stand point by leading a complete life-cycle assessment (cradle-to-grave).

Place, publisher, year, edition, pages
Guimarães, Portugal: , 2013
National Category
Building Technologies
Research subject
Steel Structures
Identifiers
urn:nbn:se:ltu:diva-30314 (URN)41330ce0-59cd-4c7b-896f-a24cc3aeca95 (Local ID)978-989-96543-7-2 (ISBN)41330ce0-59cd-4c7b-896f-a24cc3aeca95 (Archive number)41330ce0-59cd-4c7b-896f-a24cc3aeca95 (OAI)
Conference
SB13 Portugal : 30/10/2013 - 01/11/2013
Projects
FRAMEUP - Optimization of frames for effective assembling
Note
Godkänd; 2013; 20131209 (pedand)Available from: 2016-09-30 Created: 2016-09-30 Last updated: 2018-06-08Bibliographically approved
Organisations
Identifiers
ORCID iD: ORCID iD iconorcid.org/0000-0001-6953-7082

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