Contemporary trends in formwork standards - A case study

被引:9
作者
Shapira, A [1 ]
机构
[1] Technion Israel Inst Technol, Dept Civil Engn, Nat Build Res Inst, IL-32000 Haifa, Israel
来源
JOURNAL OF CONSTRUCTION ENGINEERING AND MANAGEMENT-ASCE | 1999年 / 125卷 / 02期
关键词
D O I
10.1061/(ASCE)0733-9364(1999)125:2(69)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
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.
引用
收藏
页码:69 / 75
页数:7
相关论文
共 34 条
[1]  
*ACI, 1997, ACI SPR CONV SEATTL
[2]  
*ACI, 1988, 347R88 ACI
[3]  
*ACI, 1998, ACI SPR CONV SEATTL
[4]  
*ACI, 1994, 347R94 ACI
[5]  
[Anonymous], 1996, 5975 BS
[6]  
[Anonymous], 1982, 5975 BS
[7]  
*AS, 1996, 3610 AS S2
[8]  
ASHFORD JL, 1990, MANAGEMENT QUALITY C
[9]  
*BRIT STAND I, 1990, 6529 PD BRIT STAND I
[10]  
*BS, 1984, 6399 BS