E: Civil & Structural

E: Civil & Structural (127)

GJRE: E

Multiple cell reinforced box culverts are ideal bridge structure if the discharge in a drain crossing the road is large and if the bearing capacity of the soil is low as the single box culvert becomes uneconomical because of the higher thickness of the slab and walls. In such cases, more than one box can be constructed side- by- side monolithically. The box culvert has to be analyzed for...
Paper Information
Authors Sujata Shreedhar, R. Shreedhar
Read Journal Click Here
Read Paper Click Here
Page No. 25 to 36

Hydrochloric acid is used as pickling acid in galvanizing industry to remove rust from steel. Usage of this acid incurs high expenditure cost when it is disposed as scheduled waste. The importance of this study is to come up with a better way to minimize the cost being spent for hydrochloric acid disposal by optimizing and extending the life span of the hydrochloric acid. The methodology...
Paper Information
Authors Nalienaa Muthu, Faieza Abdul Aziz
Read Journal Click Here
Read Paper Click Here
Page No. 15 to 23

In residential buildings, low cost is a vital demand. Slab made of brick module with or without beam is found to be practiced locally. Moreover brick masonry slab is easy to construct and durable with respect to fire proofing and corrosion if nominal or zero reinforcement is possible. Therefore a study was under taken in the Department of Civil Engineering, KUET to investigate the long-t...
Paper Information
Authors M. Jobaer Hasan, Mahzabin Afroz, M. M. Hossain
Read Journal Click Here
Read Paper Click Here
Page No. 33 to 39

The shortcomings of the “traditional” concept of seismic intensity from the viewpoint of requirements of accuracy of input data to be used in specific engineering activities are recognized on one hand. An illustrative case of deriving wrong conclusions due to some of these shortcomings is referred to. On the other hand, the importance of the concept of seismi...
Paper Information
Authors Horea Sandi
Read Journal Click Here
Read Paper Click Here
Page No. 41 to 53

Proof of controlling crack width is a basic condition for securing suitable performance in ser-viceability limit state. Most codes struggle with offering procedure for crack width calculation. So did the former Euro Code [ENV 1992-1-1:dec. 1991] and the present [BS EN 1992-1-1:2004]. Both contain a proce-dure, rendering almost identical calculation results, however aiming mainly to pure ...
Paper Information
Authors A. Pisanty, R. Farhat
Read Journal Click Here
Read Paper Click Here
Page No. 55 to 59

Reinforced Concrete (RC) buildings designed for IS 456-2000 have been found to be weak in adequate seismic design provisions, capacity design considerations and detailing for ductile behaviour. Experimental tests RC frames have shown that the excessive damage or failure of beam-column joints, in particular exterior (or corner) joints which can lead to the global collapse of a building. T...
Paper Information
Authors G. Maariappan, R. Singaravadivelan
Read Journal Click Here
Read Paper Click Here
Page No. 19 to 32

After the passage of a hurricane numerous infrastructures suffer water and wind damages. From engineering meteorology viewpoint, many cases are related to the impact of the wind on a roof. In order to estimate the wind speed on a roof, the three second gust is employed according to ASCE-7 for the wind load analysis. However, since there is no 3-s gust measurement on a roof, constant disp...
Paper Information
Authors S. A. Hsu
Read Journal Click Here
Read Paper Click Here
Page No. 13 to 17

The influence of chemical admixtures on the properties of Self-Compacting Concrete (SCC) was investigated. All types of used admixtures were the same percentage of 1.4% according technical data. The water – cement ratio was maintained at 0.36 for all mixes [8] [9]. The paper presents test results for acceptance characteristics of flow ability, resistance against segregat...
Paper Information
Authors Saeed Alsheikh
Read Journal Click Here
Read Paper Click Here
Page No. 1 to 11

The effect of propagation factors on high rate transmission services at microwave range is observed to be very high. The variant nature of atmospheric conditions places a major part in the distortion of original signal. Among various factors observed in signal degradation, power loss is observed to be a dominant factor. The loss in power strength degrades the receiving signal strength re...
Paper Information
Authors K.Sudhakar, M.V.Subramanyam
Read Journal Click Here
Read Paper Click Here
Page No. 17 to 20

A large number of multi-storey reinforced concrete (R/C) framed building structures in urban India are constructed with masonry in fills for architectural, aesthetic or economic reasons. We have investigated the effect of the layout of masonry infill panels over the elevation of masonry in filled R/C frames on the seismic performance and potential seismic damage of the frame under strong...
Paper Information
Authors Ms. Nivedita N. Raut, Prof. Ms. Swati D.Ambadkar
Read Journal Click Here
Read Paper Click Here
Page No. 5 to 8