Hybrid-reinforced rafts for multi-storey buildings

被引：0
|
作者：
Haus, Andreas [1 ]
机构：
[1] Bekaert GmbH, Siemensstr 24, D-61267 Neu Anspach, Germany
来源：
BETON- UND STAHLBETONBAU | 2021年 / 116卷
关键词：
hybrid-reinforcement; crack width design; rafts; multi-storey buildings; steel fibre reinforced concrete;
D O I：
10.1002/best.202100007
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
In the course of the compaction of the city centre and the problematic parking space situation, new multi-storey buildings are increasingly being built with underground garages even on several levels. Such foundation slabs are heavily reinforced because of the high loads of the structure, but in addition, a lot of reinforcement is required and governing due to the crack width design. Next to the extensive construction site logistics for such a high amount of reinforcement, high concentration of reinforcement can cause errors during the installation process. By using steel fibre reinforced concrete in accordance with the DAfStb Guideline Steel Fibre Reinforced Concrete, the effect of the steel fibres can be used for both: ULS-design and SLS-design.
引用
收藏
页码：95 / 96
页数：2
相关论文
共 50 条
  • [31] A complete timber building system for multi-storey buildings
    Daerga, Per-Anders
    Girhammar, Ulf Arne
    Kallsner, Bo
    CONSTRUCTION MATERIALS AND STRUCTURES, 2014, : 1164 - 1171
  • [32] DEVELOPMENT OF MULTI-STOREY TIMBER BUILDINGS IN EUROPE AND US
    Kuzman, Manja K.
    Haviarova, Eva
    INCREASING THE USE OF WOOD IN THE GLOBAL BIO-ECONOMY, 2018, : 200 - 206
  • [33] Elastic Spatial Characteristics of Multi-storey Buildings.
    Anastassiadis, Kyriakos
    Annales de l'Institut technique du batiment et des travaux publics, 1985, 38 (435): : 57 - 79
  • [34] An Experimental Study of Smoke Movement in Multi-Storey Buildings
    Wang, Yan
    Zalok, Ehab
    Hadjisophocleous, George
    FIRE TECHNOLOGY, 2011, 47 (04) : 1141 - 1169
  • [35] A novel approach for seismic analysis of multi-storey buildings
    Belmouden, Y.
    Lestuzzi, P.
    STRUCTURES UNDER SHOCK AND IMPACT X, 2008, 98 : 303 - 312
  • [36] Seismic code analysis of multi-storey asymmetric buildings
    Harasimowicz, AP
    Goel, RK
    EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 1998, 27 (02): : 173 - 185
  • [37] Non-destructive control for monitoring the erection of multi-storey buildings of monolithic reinforced concrete
    Klevtsov, V.A.
    Korevitskaya, M.G.
    Tukhtaev, B.Kh.
    Promyshlennoe i Grazhdanskoe Stroitel'stvo, 2002, (09): : 34 - 37
  • [38] Influence of human error on system risk of multi-storey reinforced concrete buildings during construction
    Epaarachchi, DC
    Stewart, MG
    APPLICATIONS OF STATISTICS AND PROBABILITY, VOLS 1 AND 2: CIVIL ENGINEERING RELIABILITY AND RISK ANALYSIS, 2000, : 209 - 218
  • [39] Construction of reinforced concrete multi-storey office buildings: a simulation model for time/cost calculations
    Laptali, E.
    Bouchlaghem, N.
    Wild, S.
    Building Research and Information, 1995, 23 (04): : 227 - 233
  • [40] Seismic nonlinear static new method of spatial asymmetric multi-storey reinforced concrete buildings
    Makarios, Triantafyllos K.
    STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS, 2012, 21 (11): : 800 - 823
12345