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作者:Ali Reza Tolou Kian
来源:[J].Proceedings of the Institution of Civil Engineers - Structures and Buildings(IF 0.609), 2018, pp.1-15ICE Publishing
摘要:Due to their excellent biaxial bending strength, box columns are widely employed in countries with high seismic risk such as Iran and Japan. Although extensive research into the moment connections between I-beams and wide-flange columns has been conducted, a review of the literat...
作者:João André
来源:[J].Proceedings of the Institution of Civil Engineers - Structures and Buildings(IF 0.609), 2018, Vol.171 (9), pp.719-734ICE Publishing
摘要:Bridge falsework systems are frequently used during the construction of cast-in-place concrete bridges. These structures have a significant impact on the cost, construction rate and safety of the supported permanent structures. However, in recent years a high number of accidents ...
作者:Chao-gang Qin
来源:[J].Proceedings of the Institution of Civil Engineers - Structures and Buildings(IF 0.609), 2018, pp.1-13ICE Publishing
摘要:Perforated blocks made of shale as the matrix material were designed and constructed with holes drilled in a dense rectangular arrangement as a way of improving thermal insulation while retaining seismic performance. Compressive tests of single blocks and masonry prisms were cond...
作者:Shraddha Palikhe
来源:[J].Proceedings of the Institution of Civil Engineers - Structures and Buildings(IF 0.609), 2018, pp.1-13ICE Publishing
摘要:A hybrid composite precast concrete column (called the Smart column) was developed to increase the productivity of the tilt-up construction method. The Smart column, consisting of three precast concrete members connected by steel joints, is three storeys high. The joints where co...
作者:Mohammad Maghsoudi
来源:[J].Proceedings of the Institution of Civil Engineers - Structures and Buildings(IF 0.609), 2018, pp.1-20ICE Publishing
摘要:There is a lack of sufficient information on the assessment of stress in unbonded tendons at ultimate in continuous post-tensioned members. Although many investigations have been conducted on simply supported members, few studies have focused on continuous members, particularly s...
作者:Ali R. Emami
来源:[J].Proceedings of the Institution of Civil Engineers - Structures and Buildings(IF 0.609), 2018, pp.1-24ICE Publishing
摘要:Seismic design of tall buildings is mostly achieved by a performance-based approach followed by a series of deformation- and force-based response assessments. This approach does not include explicit quantification of ductility or damage induced to structures. The aim of this stud...
作者:Feifei Sun
来源:[J].Proceedings of the Institution of Civil Engineers - Structures and Buildings(IF 0.609), 2018, Vol.171 (8), pp.583-597ICE Publishing
摘要:Static tensile tests were conducted on 26 butt welded joints on base steel of Q690 grade high-strength steel, which exhibits softening behaviour in the heat-affected zone (HAZ). Considering the challenges involved in simulating the butt weld with the HAZ, a new method was pr...
作者:Gianluca Ranzi
来源:[J].Proceedings of the Institution of Civil Engineers - Structures and Buildings(IF 0.609), 2018, Vol.171 (1), pp.38-49ICE Publishing
摘要:Composite steel–concrete floors are widely used throughout the world for building and bridge applications. One of their main advantages relies on using the steel sheeting as permanent formwork and, once the concrete has hardened, as external reinforcement. This form of const...
作者:Dênio Ramam Carvalho de Oliveira , Andrielli Morais de Oliveira , Viviane Gatti da Costa
来源:[J].Proceedings of the Institution of Civil Engineers - Structures and Buildings(IF 0.609), 2018, pp.1-20ICE Publishing
摘要:This paper aims to contribute towards a better understanding on the behaviour of site-welded headed studs embedded in normal weight concrete. Estimated axial failure load for these studs in design codes and calculation methods are conservative and inaccurate for concrete cone det...
作者:Ehab Ellobody
来源:[J].Proceedings of the Institution of Civil Engineers - Structures and Buildings(IF 0.609), 2018, pp.1-10ICE Publishing
摘要:An experimental investigation on eccentrically loaded stainless steel tubular columns filled with steel-fibre-reinforced concrete (SFRC) is presented in this paper. The composite columns had different depth-to-plate thickness ( D / t ) ratios, stainless steel tube cross-sect...

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