Sentence examples for mode of bridge from inspiring English sources

Substituting Eq. (4) in Eq. (14) and using property of Dirac delta function, the generalized force in the kth of mode of bridge transverse vibration has been worked out as begin{gathered} Q_{k} (t) = - frac{1}{{M_{k} }}left[ {k_{t} left{ {z_{2} (t) - sumlimits_{k = 1}^{{n_{text{b}} }} {varphi_{k} (x_{text{c}} )q_{k} (t)} - h(x_{text{c}} )} right}varphi_{k} (x_{text{c}} )} right.

This second mode of bridge formation is also observed in TNTs where cell to cell connections elongate as the two cells move apart [12], [20].

Although non-linear coordination mode of bridging cyanide in di/polynuclear complexes is known, the suggested structure of [FeIII(NH2CH2CH3 2 μ-NC 2CoII CN 3] requires two cyanide bridges of that type.

These ligands can link two metal ions like the syn, syn coordination mode of bridging carboxylate groups encountered in a variety of dimetallic centers in biology.

The dominant failure modes of bridge deck are either flexure-shear or punching shear.

Further, statistically significant failure modes and the weakest failure mode of this bridge are identified through the weighted rank sum ratio method.

This paper analyzes a TMD with two degrees of freedom targeted at mitigating simultaneously a bending and a torsion mode of a bridge deck.

Material properties, amount of longitudinal and transverse steel, external confinement, axial load and shear span-depth ratio affect the lateral load capacity, ductility and failure mode of retrofitted bridge piers under seismic load.

An experimental method, as well as a set of testing setups with the MR damper for longitudinal seismic response reduction of a SDOF generalized system representing the fundamental longitudinal mode of suspension bridge, is developed.

This study shows that the shear span-depth ratio, yield strength and longitudinal reinforcement ratio, axial load and CFRP confinement significantly affect the lateral load capacity, ductility and the failure mode of retrofitted bridge piers under seismic load.

In this paper, a two-dimensional numerical model of bridging a Mode I loaded crack by linear elastic discontinuous platelets is developed for two different types of interfaces.