نتایج جستجو برای: ccfst columns

تعداد نتایج: 22402  

A. Amani Dashlejeh N. Shahbazi, S. Tariverdilo

Geometric imperfections such as radial imperfection, diamond shape, and local dimples could affect the buckling mode and load carrying capacity of axially compressed steel tubular columns. This paper experimentally investigates the effect of radial imperfection on the load carrying capacity of tubular columns. Test samples include 100 specimens with different values for diameter, length, thickn...

Journal: :Proceedings of the Japan Society of Civil Engineers 1970

Journal: :Electrophoresis 1999
G Chirica V T Remcho

Designed especially for capillary electrochromatography (CEC), silicate-entrapped columns are made by trapping particles of chromatographic packing material in a network of silica. Once entrapped, the capillary no longer requires frits. This renders a more homogeneous and stable packed bed. Accidental breakage of the fragile frits is not an issue with these robust columns. Columns packed with r...

ژورنال: علوم آب و خاک 2007
مجید افیونی, , سید فرهاد موسوی, , غلامعباس صیاد, ,

Accumulation of heavy metals (HMs) in cultivated soils is an important environmental problem in many parts of the world. In recent years, HM leaching through preferential paths and also in the form of metal-organic acids complexes has received much attention. For this reason, the effects of plants on creating preferential flow through the soil is important. The objective of this study was to as...

Journal: :journal of petroleum science and technology 2014
javad - ivakpour norolah kasiri

the simulation of distillation columns is an essential step in design, optimization, and rating. in this paper, a new procedure has been proposed for the initial estimation of column profiles based on modified kremser’s group method for simple and/or complex columns. the effect of this initialization algorithm on simulation procedure has been studied through two examples. the results show signi...

Journal: :Nature 1888

Journal: :Bulletin of the New Zealand Society for Earthquake Engineering 1970

Journal: :نشریه دانشکده فنی 0
مرتضی حسینیان

this paper deals with the solution of a column with balcony loads. it is intended to determine the expressions for deflections and bending moments of the sections of a column under the action of transmitted loads from a balcony loaded at its free end by a force «p» and rigidly connected to the column somewhere between its ends. the action of this load on the column is equivalent to that of the ...

Journal: :journal of rehabilitation in civil engineering 2014
fouzieh rouzmehr reza saleh jalali

in this paper a simple model of a three story building with inclined first-story columns has presented. the stories are supposed to be rigid and are connected to axially rigid mass less columns by elasto-plastic rotational springs and linear rotational dampers. the considered model is subjected to horizontal component of fault normal pulse with different magnitudes and the governed nonlinear di...

Journal: :Nature Physics 2015

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