Results 11 to 20 of about 190,348 (307)
Initial Elastic Stiffness of Bolted Shear Connectors in Steel-Concrete Composite Structures
Bolted shear connectors have the advantages of being easily fitted and dismantled during construction, the initial elastic stiffness of which has a great influence on the structural performance of the connected composite structures.
Chenggong Wang +5 more
doaj +2 more sources
Initial rotational stiffness of minor-axis flush end-plate connections
The semi-rigid performance of minor-axis connections is important in the study of overall framework. Experiments were conducted on minor-axis flush end-plate connections under a monotonic load.
Jianrong Pan +3 more
doaj +2 more sources
A COMPARATIVE STUDY ON THE INITIAL IN-PLANE STIFFNESS OF MASONRY WALLS WITH OPENINGS
Masonry buildings have been used for centuries in various locations around the world, including areas with high seismicity. Studies about the behavior of masonry structural components subjected to lateral loadings and retrofitting techniques for improving their performance have gained much attraction lately.
Shabani, Amirhosein +2 more
openaire +2 more sources
Experimental studies on the effect of nano silica modified novel concrete CFST columns
Under axial compression, the present article analyses and compares the behaviour of Plain Concrete filled and Nano Silica modified concrete filled with light gauge steel rectangular columns. In 18 work samples, plain and nano silica-modified concrete was
P Vasanthi +3 more
doaj +1 more source
The hyperbolic p-y curve method is commonly used to design laterally loaded piles, in which the initial stiffness is one of the two key parameters that need to be determined.
Li Pang, Chong Jiang, Lujie Chen
doaj +1 more source
Structural Behavior of Reinforced Concrete Beams Containing Pet Waste Particles as Sand Replacement
This paper examined the polyethylene terephthalate (PET) polymer waste effect that using as a partial replacement for fine aggregate on the R.C beams structural behavior. Six replacement percentages by weight were used in this study: 5 %, 7.5 %, 10 %, 12.
Falih Raad S. +2 more
doaj +1 more source
Top and seat beam-to-column connections are commonly designed to transfer gravitational loads of simply supported steel beams. Nevertheless, the flexural resistance characteristics of these type of connections should be properly taken into account for ...
Iman Faridmehr +3 more
doaj +1 more source
An Effective Beam Width Model of Slab in Thick Wall-Thick Slab Joints Subjected to Lateral Forces
Thick wall-thick slab structures are a newly-developed type of structural system comprising solely of structural floor slabs and shear walls, the former of which is thicker than that of slabs used in typical reinforced concrete frame structures.
Jiehui Wang, Koichi Kusunoki
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Plastic rotation, initial rotational stiffness and yield stiffness for specimens.
Plastic rotation, initial rotational stiffness and yield stiffness for specimens.
Naxin Dai (13162814) +4 more
core +1 more source
Study on stiffness and shimmy stability of strut-type nose landing gear system
System stiffness (longitudinal, lateral, and torsional stiffness) is a meaningful index for strut nose landing gear design.It arises from profound significance to explore the influence law of system stiffness on shimmy stability for the anti-shimmy ...
FENG Guang +5 more
doaj +1 more source

