Design Basis of Movable Scaffolding Systems Following American and European Code Provisions and Recommendations
Construction of bridges span-by-span with Movable Scaffolding Systems (MSSs) is a very efficient and competitive technology. Normally used for spans between 25 and 70m, the technology has allowed reaching longer spans due to technological advances, specifically in bridge construction equipment. Ther...
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doaj-087d58f5d9ad4317a9328c3e8a52b71d2021-08-23T07:34:38ZengRTU PressThe Baltic Journal of Road and Bridge Engineering1822-427X1822-42882021-06-0116215117710.7250/bjrbe.2021-16.5282540Design Basis of Movable Scaffolding Systems Following American and European Code Provisions and RecommendationsMarck Anthony Mora Quispe0Leonardo Todisco1Hugo Corres Peiretti2Department of Continuum Mechanics and Structures, School of Civil Engineering, Universidad Politécnica de Madrid, Madrid, SpainDepartment of Continuum Mechanics and Structures, School of Civil Engineering, Universidad Politécnica de Madrid, Madrid, SpainDepartment of Continuum Mechanics and Structures, School of Civil Engineering, Universidad Politécnica de Madrid, Madrid, SpainConstruction of bridges span-by-span with Movable Scaffolding Systems (MSSs) is a very efficient and competitive technology. Normally used for spans between 25 and 70m, the technology has allowed reaching longer spans due to technological advances, specifically in bridge construction equipment. Thereby, the use of MSS has become widespread and well-accepted in a large number of locations across the USA and Europe. Nevertheless, despite its extended application, there is no single specific code provision that can explain, control, and give recommendations about all aspects of MSS during its design and usage. On the contrary, the information is spread over several documents. This paper aims at bridging this gap by providing an extensive review of code provisions and recommendations that can be valid for the MSS design. Applicability of these documents is discussed by analysing loads, safety factors, load combinations, limit states, as well as structural analysis and design. After this, a proposal of a design basis for MSS is presented for each aspect mentioned following provisions and recommendations of the considered codes.https://bjrbe-journals.rtu.lv/article/view/4818bridge construction equipmentbridge constructionconstructive methoddesign guidancedesign challengesdesign standardsmovable scaffolding systems (mms)structural design codestemporary structures |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Marck Anthony Mora Quispe Leonardo Todisco Hugo Corres Peiretti |
spellingShingle |
Marck Anthony Mora Quispe Leonardo Todisco Hugo Corres Peiretti Design Basis of Movable Scaffolding Systems Following American and European Code Provisions and Recommendations The Baltic Journal of Road and Bridge Engineering bridge construction equipment bridge construction constructive method design guidance design challenges design standards movable scaffolding systems (mms) structural design codes temporary structures |
author_facet |
Marck Anthony Mora Quispe Leonardo Todisco Hugo Corres Peiretti |
author_sort |
Marck Anthony Mora Quispe |
title |
Design Basis of Movable Scaffolding Systems Following American and European Code Provisions and Recommendations |
title_short |
Design Basis of Movable Scaffolding Systems Following American and European Code Provisions and Recommendations |
title_full |
Design Basis of Movable Scaffolding Systems Following American and European Code Provisions and Recommendations |
title_fullStr |
Design Basis of Movable Scaffolding Systems Following American and European Code Provisions and Recommendations |
title_full_unstemmed |
Design Basis of Movable Scaffolding Systems Following American and European Code Provisions and Recommendations |
title_sort |
design basis of movable scaffolding systems following american and european code provisions and recommendations |
publisher |
RTU Press |
series |
The Baltic Journal of Road and Bridge Engineering |
issn |
1822-427X 1822-4288 |
publishDate |
2021-06-01 |
description |
Construction of bridges span-by-span with Movable Scaffolding Systems (MSSs) is a very efficient and competitive technology. Normally used for spans between 25 and 70m, the technology has allowed reaching longer spans due to technological advances, specifically in bridge construction equipment. Thereby, the use of MSS has become widespread and well-accepted in a large number of locations across the USA and Europe. Nevertheless, despite its extended application, there is no single specific code provision that can explain, control, and give recommendations about all aspects of MSS during its design and usage. On the contrary, the information is spread over several documents. This paper aims at bridging this gap by providing an extensive review of code provisions and recommendations that can be valid for the MSS design. Applicability of these documents is discussed by analysing loads, safety factors, load combinations, limit states, as well as structural analysis and design. After this, a proposal of a design basis for MSS is presented for each aspect mentioned following provisions and recommendations of the considered codes. |
topic |
bridge construction equipment bridge construction constructive method design guidance design challenges design standards movable scaffolding systems (mms) structural design codes temporary structures |
url |
https://bjrbe-journals.rtu.lv/article/view/4818 |
work_keys_str_mv |
AT marckanthonymoraquispe designbasisofmovablescaffoldingsystemsfollowingamericanandeuropeancodeprovisionsandrecommendations AT leonardotodisco designbasisofmovablescaffoldingsystemsfollowingamericanandeuropeancodeprovisionsandrecommendations AT hugocorrespeiretti designbasisofmovablescaffoldingsystemsfollowingamericanandeuropeancodeprovisionsandrecommendations |
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1721198591820693504 |