2030) An Analysis of Continuous Rigid Frames with Curved Members having Rigid Zones(Structure)
نویسندگان
چکیده
منابع مشابه
Nonlinear inelastic dynamic analysis of space steel frames with semi-rigid connections in urban buildings
Applied studies addressing semi-rigid connections have been limited. Scant information exists in regulations except little brief information. Therefore, this research analyzes the behavior of three-dimensional steel frames and semi-rigid connections based on beam-column method and non-linear dynamic analysis. Stability functions and geometric stiffness matrix were used to study the non-linear g...
متن کاملEvaluation of Nonlinear Dynamic Response of Rigid and Semi-Rigid Steel Frames under Far-Field Earthquake Records
The purpose of this research was to evaluate the nonlinear dynamic response of rigid and semi-rigid steel frames under Far-Fault Earthquake Records. Accordingly, the fragility curve of the moment frames with rigid and semi-rigid connections was determined. Considering the analytical knowledge of structures in the past, the analysis and design of steel frames based on the assumptions of rigid or...
متن کاملLocal water slamming of curved rigid hulls
We use the boundary element method (BEM) to study transient plane strain deformations of water induced by a rigid hull impacting at normal incidence initially stationary water occupying a half space with the goal of finding the hydrodynamic pressure acting on the hull. Water is assumed to be incompressible and inviscid, and its deformations to have zero vorticity. Thus deformations of water are...
متن کاملContinuous Rigid Functions
A function f : R→ R is vertically [horizontally] rigid for C ⊆ (0,∞) if graph(cf) [graph(f(c ·))] is isometric with graph(f) for every c ∈ C. f is vertically [horizontally] rigid if this applies to C = (0,∞). Balka and Elekes have shown that a continuous function f vertically rigid for an uncountable set C must be of one of the forms f(x) = px+q or f(x) = pe + r, this way confirming Jancović’s ...
متن کاملIntegration Methods Based on Rigid Frames
We consider numerical integration methods for differentiable manifolds as proposed by Crouch and Grossman. The differential system is phrased by means of a system of frame vector fields on the manifold. The numerical approximation is obtained by composition of flows of vector fields in the linear span of . The methods reduce to traditional Runge-Kutta methods if the frame vector fields are chos...
متن کاملذخیره در منابع من
با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید
ژورنال
عنوان ژورنال: Transactions of the Architectural Institute of Japan
سال: 1960
ISSN: 0387-1185,2433-0027
DOI: 10.3130/aijsaxx.66.1.0_341