1.
|
Civil infrastructure around the world is in a state of utter disrepair and significant efforts are needed on the part of all stakeholders to render our failing infrastruc [...]
|
2.
|
Reinforced Concrete structures are designed to satisfy requirements regarding safety, serviceability and durability throughout their design service life. The present pape [...]
|
3.
|
This paper presents the results of 2 RC rectangular slab (span of 2,65 m, 0,20 m thick) column (0,40×0,40 m) connections. The bottom slab reinforcement over the column c [...]
|
4.
|
Kriváček, J.
The plates of thin-walled steel structures to be in nature imperfect may exhibit out-of-plane displacements (deflections) under in-plane compressive load. Such type of st [...]
|
5.
|
Puklický, L.
Steel-concrete composite columns are extensively used in modern buildings. Steel being of high tensile strength presents a high quality building material, concrete on the [...]
|
6.
|
With the view to make steel bridge structures more competitive, it is indispensable to look for some ways such as to reduce the price of their fabrication, an important r [...]
|
7.
|
It is shown in the paper that the promising trend of thin-walled construction, which is regarded as a powerful way to saving steel, can be materialised just thanks to the [...]
|
8.
|
This contribution deals with deriving a fourth-order differential equation of the beams deflection with longitudinal variation of material properties. The linear beam the [...]
|
9.
|
The first author of the project is the engineering director of a Temple reconstruction project in Turkey. In attempt to produce mortar similar in composition to that foun [...]
|
10.
| |
11.
|
A large number of existing reinforced concrete slab bridges are found to be insufficient for shear when calculated according to the governing codes. Seeking improved meth [...]
|
12.
|
This paper details the retrofit of the interstate I-65 Expressway in Jefferson County, Kentucky using carbon fiber reinforced polymer (CFRP) fabric. Three different types [...]
|
13.
|
This study evaluates the size effect in the shear performance of reinforce concrete beams with recycled coarse aggregates. The test variables include the type of aggregat [...]
|
14.
|
The paper analyzes the influence of initial imperfections on the load-carrying capacity of a slender strut, applying the ANSYS programme. The geometrical and material non [...]
|
15.
|
The study presented herein is a preliminary part of an on-going research on post-crack performance of steel fiber reinforced concrete (SFRC) column under quasi-static lat [...]
|
16.
|
Fiber Reinforced Concrete (FRC) can improve not only mechanical properties but also durability due to reduced crack width by fiber bridging effect. From the view point of [...]
|
17.
|
Limited sources of material and energy rapidly affected a demand for lightweight, efficient and low cost structures, what secondly influenced the developing of new design [...]
|
18.
|
The beam with an axial force is coupled by an elastic layer of Winkler type with the pretensiled string. It is subjected to a row of moving forces. The theoretical model [...]
|
19.
|
This paper examines the influence of reinforcement steel elemental composition and surface condition (polished and unpolished) on the corrosion rate of reinforced concret [...]
|
20.
|
This paper is devoted to a FEM numerical simulation of bond-slip behavior between epoxy coated plain steel bars and concrete. In this case the cured epoxy coating is assu [...]
|
21.
|
Sobotka, J.
The classical mathematical model of beam-columns contains derivatives of functions for the bending moment, the shear force, the axial force, the slope, and the deflection [...]
|
22.
|
In this study, an attempt was made to reduce the amount of longitudinal and shear rebars in the beam-column joints by partially replacing steel rebars with steel fibers s [...]
|
guest ::