Results 231 to 240 of about 247,963 (294)

Numerical study on the effect of pile shape and loading direction on the lateral response of displacement pile in sand. [PDF]

Sci Rep
Liu W, Li H, Weng X, Wang Z, Chen Q, Lei Y, Li X, Xiang H, Yuan B, Hu W, Xu X, Feng Y.   +11 more
europepmc   +1 more source

Some of the next articles are maybe not open access.

Related searches:

Moment-rotation model of composite connection with curved endplate and blind bolts

Journal of Constructional Steel Research, 2021
Abstract The endplate blind bolted connection is a common type in concrete-filled circle steel tube (CFCST) structures. The moment-rotation relationship describes the mechanical performance of connection obviously. For the purpose of predicting the moment-rotation relationship of the endplate blind bolted connection between CFCST column and steel ...
Junchao Fan, Junhai Zhao
openaire   +1 more source

Moment‐Rotation Curves for Bolted Connections

Journal of Structural Engineering, 1986
A physically based mathematical model that can predict the moment-rotation relationships of bolted extended end-plate eave connections, using the connection dimensions as inputs is presented. The model recognizes the bounds within which the relationship must lie, viz., the initial (elastic) stiffness, the plastic moment capacity and the strain ...
Yoke Leong Yee, Robert E. Melchers
openaire   +1 more source

Moment–rotation curve characteristics and initial rotational stiffness calculation method of angle connections

The Structural Design of Tall and Special Buildings, 2021
SummaryDue to recent advances in computational power, high efficiency and high precision semi‐rigid calculation methods of steel connections are necessary. In this paper, four connection experiments were designed to study the mechanical behavior of the top and seat angle connections.
Jiangui Qin, Zhan Wang, Jianrong Pan, Bin Li, Yanjing Fan   +4 more
openaire   +1 more source

Derived Moment Rotation Curves for Double Framing Angles

Civil-Comp Proceedings, 1988
Abstract Tension and compression force-deformation data obtained from laboratory tests of angle segments are used to generate moment-rotation curves for bolted double framing angle connections. These force-deformation and moment-rotation curves are analytically described by a four parameter formula which provides the basis for the analytical ...
Ralph M. Richard, Wei-kung Hsia, Mark Chmielowiec   +2 more
openaire   +1 more source

Moment rotation curves for semi rigid connections

2016 International Conference on Electrical, Electronics, and Optimization Techniques (ICEEOT), 2016
In the design of steel portal frames, we assume that the connections behave as it is pinned or rigid. Truly the connection would not behave as ideally pinned or ideally rigid. The connection falls between pinned and rigid, and it is known as semi-rigid. Change in the connection behavior changes the behavior of structure.
Venkatesh Patnana, A.Y. Vyavahare
openaire   +1 more source

Moment-Rotation Curves for Locally Buckling Beams

Journal of the Structural Division, 1972
Tests on composite steel-concrete beams have shown these sections to be highly susceptible to local buckling under negative bending. To further the application of plastic design to continuous composite beams an approxiamte method of predicting the moment-rotation curve of a locally buckling I-shape is developed.
J. Jay Climenhaga, R. Paul Johnson
openaire   +1 more source