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It will bring advancement in research in Urinary Tract Infections. Reference and text books on Urinary Tract Infections can now have exclusive chapters to orient students to perform application based high quality research as guided by World champions Dr. Rezwanur Rahman on important national and international issues. Nayareen Akhtar. Name: Dr. Father name: Fazlur Rahman Talukder. Mother name: Sayeda Rahena Begum. Educational qualification:.
Ibrahim Medical College. D Nephrology. Working experience:. Lecturer Physiology. Resident Nephrology. Assistant professor Nephrology.
Bangladesh Medical College Hospital. Consultant Nephrologist. Rezwanur Rahman, Nayareen Akhtar. Heart Asia BMJ. American Journal of Medical Sciences and Medicine, vol. Publication in American Journal of Microbiological Research. Antimicrobial sensitivity pattern of Escherichia coli causing urinary tract infection in Bangladeshi patients.
American Journal of Microbiological Research,, vol. Publication in Delta Medical College Journal. Delta Med Col J. Jul ;5 2. Details of Academic contribution:? Details of Best Published Research Articles, if any. Details of Patents, if any. Details of Innovations, if any. Any Other Details:?
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So when one pipe was penetrated, another pipe was connected with the previous pipe using the socket and then penetrated. For a ft borehole, 5 pipes were needed. For the test, a wooden plank source of 6 in x 30 in area and 3 m 10 ft in length was used. Figure 5 shows the wooden plank used for the test at Kamrangichor. A vehicle was placed on the plank, to hold the plank tightly.
There was a sensor attached to the wooden plank. The plank was hit separately on both ends to generate shear wave energy in two different directions. It was also hit vertically in the downward vertical direction to generate vertically polarized compression wave energy. The shear wave energy was polarized in the direction parallel to the plank as was the transverse component.
The transverse component was used to measure the shear wave energy. The vertical component was used to measure the vertically polarized compression wave energy. Typically records are taken for each type of wave —east going, west going shear wave and vertical compression wave. Figure 6 shows PS logging test at Gulshan Figure 7 shows the data of shear wave generated by giving blow with hammer in both directions horizontally. For computing the arrival time of the shear wave, the first point of the time domain data of the transverse component taken when both wave generated from both horizontal directions just overlap each other.
From the calculated travel time of the compression and shear wave, the velocity can be determined by dividing the distance of the source to receiver by the travel time. Shear wave velocity was determined using this method. The locations are shown below in Figure 9. A correlation was suggested using set of data of depth, SPT N value and shear wave velocity.
Analysis Result During earthquake, propagation of seismic waves through soil column alters the amplitude, frequency and duration of ground motion by the time it reaches the surface. The effects of ground motion are propagated in the form of waves from one medium to another. So, physically it is a problem of prediction of ground motion characteristics whereas mathematically it is a problem of the wave propagation through continuous medium. The evaluation of such response of the site to dynamic loading is termed as ground response analysis.
Most of the places of Dhaka city are underlain by loose sandy silts and silty clay which makes it vulnerable during an earthquake due to the ground motion amplification of the young, loose soil deposits in the area. Site response analysis consists of estimation of local site effects and surface ground motion.
This section deals with the estimation of surface ground motion for Dhaka city. This section presents the ground responses analysis outputs of the selected locations in Dhaka city. In Dhaka City information about the depth of bedrock was unavailable due to lack of deep boreholes. For site response analysis by equivalent linear method the results are considered to be accurate for estimating PGA up to 3sec for general projects Finn, ; Martin, ; Durward, ; Dobry, ; Dickenson, Input ground motion have to be selected in such way that they represent the regional seismicity and must incorporate the anticipated earthquakes.
The selection of ground motion can be done based on expected magnitude and distance, soil profile, strong motion duration, seismic-tectonic environment, acceleration to vertical ratio, spectral matching etc. The time history of the earthquake input motions are shown in Figure
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