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    Contemporary Trends in Formwork Standards—A Case Study

    Source: Journal of Construction Engineering and Management:;1999:;Volume ( 125 ):;issue: 002
    Author:
    Aviad Shapira
    DOI: 10.1061/(ASCE)0733-9364(1999)125:2(69)
    Publisher: American Society of Civil Engineers
    Abstract: One expression of the renewed attention gained recently by formwork for concrete is the current revision of formwork standards. This paper presents the new Israeli formwork standard as a case study for contemporary trends in formwork standardization. The main novelty in the new standard is its similar treatment of the design of temporary structures to that of permanent structures, resulting in the replacement of the traditional allowable-stress approach with the concept of limit-state design and partial safety factors. The paper presents this concept and discusses its applicability to formwork design. In addition, the paper highlights several other issues of a contemporary nature, which appear to be worth debate by standardization committee members from the industry and academia. In the course of the preparation of the new Israeli standard, American, European, and Australian standards and similar documents were closely studied; some comparisons of design and loading data that may affect construction safety and economy are also presented in this paper.
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      Contemporary Trends in Formwork Standards—A Case Study

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    http://yetl.yabesh.ir/yetl1/handle/yetl/85567
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    contributor authorAviad Shapira
    date accessioned2017-05-08T22:39:50Z
    date available2017-05-08T22:39:50Z
    date copyrightMarch 1999
    date issued1999
    identifier other%28asce%290733-9364%281999%29125%3A2%2869%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/85567
    description abstractOne expression of the renewed attention gained recently by formwork for concrete is the current revision of formwork standards. This paper presents the new Israeli formwork standard as a case study for contemporary trends in formwork standardization. The main novelty in the new standard is its similar treatment of the design of temporary structures to that of permanent structures, resulting in the replacement of the traditional allowable-stress approach with the concept of limit-state design and partial safety factors. The paper presents this concept and discusses its applicability to formwork design. In addition, the paper highlights several other issues of a contemporary nature, which appear to be worth debate by standardization committee members from the industry and academia. In the course of the preparation of the new Israeli standard, American, European, and Australian standards and similar documents were closely studied; some comparisons of design and loading data that may affect construction safety and economy are also presented in this paper.
    publisherAmerican Society of Civil Engineers
    titleContemporary Trends in Formwork Standards—A Case Study
    typeJournal Paper
    journal volume125
    journal issue2
    journal titleJournal of Construction Engineering and Management
    identifier doi10.1061/(ASCE)0733-9364(1999)125:2(69)
    treeJournal of Construction Engineering and Management:;1999:;Volume ( 125 ):;issue: 002
    contenttypeFulltext
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