<?xml version="1.0" encoding="UTF-8"?>
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<title>2015 - 2020</title>
<link href="http://suspace.su.edu.bd/handle/123456789/21" rel="alternate"/>
<subtitle/>
<id>http://suspace.su.edu.bd/handle/123456789/21</id>
<updated>2026-04-18T12:38:41Z</updated>
<dc:date>2026-04-18T12:38:41Z</dc:date>
<entry>
<title>SEISMIC ANALYSIS AND COMPARISON OF VARIOUS BUILDING PARAMETERS FOR DIFFERENT ZONES ACCORDING TO BNBC 2020</title>
<link href="http://suspace.su.edu.bd/handle/123456789/563" rel="alternate"/>
<author>
<name>SARAFOT KHAN, MD.</name>
</author>
<author>
<name>BARMON, SHAPON CHANDRO</name>
</author>
<author>
<name>MOLLA, RUMAN</name>
</author>
<author>
<name>HOSSEN, MD MONIR</name>
</author>
<author>
<name>KHAN, NOWROZ AHSAN</name>
</author>
<id>http://suspace.su.edu.bd/handle/123456789/563</id>
<updated>2023-09-13T09:49:34Z</updated>
<published>2023-09-13T00:00:00Z</published>
<summary type="text">SEISMIC ANALYSIS AND COMPARISON OF VARIOUS BUILDING PARAMETERS FOR DIFFERENT ZONES ACCORDING TO BNBC 2020
SARAFOT KHAN, MD.; BARMON, SHAPON CHANDRO; MOLLA, RUMAN; HOSSEN, MD MONIR; KHAN, NOWROZ AHSAN
This thesis shows the effects of seismic load analysis of different zones of Bangladesh &#13;
which states in BNBC 2020. We perform Linear Static Analysis and Response &#13;
Spectrum Analysis by ETABS version 16.2.1. We performed those analyses to &#13;
understand the earthquake effect in Bangladesh as there is a huge vulnerability to &#13;
earthquake effect. This thesis covers both the analysis and comparison of result for all &#13;
the four zones in Bangladesh.&#13;
The storey displacement from the result were comparable with each other. The higher &#13;
zone co-efficient seems to be responsible for a higher storey displacement. Though we &#13;
take a 4 storied residential building for analysis but RSA results are not a satisfactory &#13;
level where the LSA results are some beyond the limit, and some are not. Other building &#13;
parameters are in satisfactory level such as Column P-M-M ratio is less than 1. As the &#13;
LSA results are not such devastating like RSA, so there should be some addition for &#13;
reducing the storey displacement in RSA result for each zone as like shear wall. &#13;
Therefore, more analysis should be done for better result.&#13;
Doing numerical evaluation helps us understand seismic behavior for small frame &#13;
structures. It can also provide results and decisions about unique moment-resisting &#13;
frame structures. But there should be done some practical or project work to establish &#13;
a better performance of this thesis
</summary>
<dc:date>2023-09-13T00:00:00Z</dc:date>
</entry>
<entry>
<title>Re-Usage Of Waste Foundry Sand In  Medium Strength Concrete</title>
<link href="http://suspace.su.edu.bd/handle/123456789/507" rel="alternate"/>
<author>
<name>AL-IMRAN, Md .</name>
</author>
<author>
<name>ZIHAD, MAHMUDUR RAHMAN</name>
</author>
<author>
<name>HOSSAIN, MD. TANVIR</name>
</author>
<author>
<name>ARIF, ASHRAFUZZAMAN</name>
</author>
<author>
<name>GAFFAR, ABDUR</name>
</author>
<id>http://suspace.su.edu.bd/handle/123456789/507</id>
<updated>2023-01-28T09:18:52Z</updated>
<published>2020-09-15T00:00:00Z</published>
<summary type="text">Re-Usage Of Waste Foundry Sand In  Medium Strength Concrete
AL-IMRAN, Md .; ZIHAD, MAHMUDUR RAHMAN; HOSSAIN, MD. TANVIR; ARIF, ASHRAFUZZAMAN; GAFFAR, ABDUR
In this study, the potential re-use of waste foundry sand in high-strength concrete production was &#13;
investigated. Because Concrete is currently one of the most widely used construction material. &#13;
Mainly our research was for take a decision to use this concrete as a medium-strength concrete &#13;
with decrease the materials costing by use a waste (valueless) materials which is Foundry Sand. &#13;
Foundry Sand produce from Re-Rolling mill. Billet heat by 1200-1500 degree Celsius &#13;
Temperature to produce MS Bar, Angle etc. Then the fracture of the Billet (like as Rust) fall &#13;
down and finally it’s the Foundry Sand. &#13;
So we used Foundry sand (which is a waste materials &amp; has no value) as a alternative of Fine &#13;
Aggregate. For use it we can decrease the concrete costing. &#13;
The natural fine-sand is replaced with waste foundry sand (50%, 60%, 70%and 100%). The &#13;
findings result from a series of test program has shown increasing in compressive strength which &#13;
is directly related to waste foundry inclusion in concrete. Nevertheless the concrete with 10% &#13;
waste foundry sand exhibits almost similar results to that of the control one. The workability of &#13;
the fresh concrete decreases with the increase of the waste foundry sand ratio. &#13;
The obtained results satisfied the acceptable limits set by the American Concrete Institute (ACI), &#13;
which is for normal concrete is 20 Mpa to 25 Mpa and we got the strength by use of Foundry &#13;
Sand is 25.08 Mpa. We used the different percentage of Foundry Sand replaced by Fine &#13;
Aggregate that’s 50%, 60%, 70%and 100%In concrete mix we used W/C ratio 0.48, concrete &#13;
mix ratio was 1:1.5:3. Compressive strength calculation of all those samples and their &#13;
comparison was the basic theme of the research. For this purpose cylinders were casted and &#13;
checked under Universal Testing Machine (UTM) for compressive strength.
</summary>
<dc:date>2020-09-15T00:00:00Z</dc:date>
</entry>
<entry>
<title>Empirical equation of moment and height for various type and shape of the building By Using ETABS</title>
<link href="http://suspace.su.edu.bd/handle/123456789/414" rel="alternate"/>
<author>
<name>Khairujjaman, Md.</name>
</author>
<author>
<name>Uddin, Md. Belal</name>
</author>
<author>
<name>Hassan, Md. Khalid</name>
</author>
<id>http://suspace.su.edu.bd/handle/123456789/414</id>
<updated>2023-01-07T04:40:30Z</updated>
<published>2018-09-15T00:00:00Z</published>
<summary type="text">Empirical equation of moment and height for various type and shape of the building By Using ETABS
Khairujjaman, Md.; Uddin, Md. Belal; Hassan, Md. Khalid
</summary>
<dc:date>2018-09-15T00:00:00Z</dc:date>
</entry>
<entry>
<title>Analysis and Design of a Six Storied Residential Building in  Dhaka City by Using ETABS Software</title>
<link href="http://suspace.su.edu.bd/handle/123456789/401" rel="alternate"/>
<author>
<name>CHOWDHURY, MOHAMMED SHOHEL</name>
</author>
<author>
<name>SARKER, ASHOKA KUMAR</name>
</author>
<author>
<name>AKTER, SHILPY</name>
</author>
<author>
<name>HUSNA, AL ASMA UL</name>
</author>
<author>
<name>MASUD, ABDULLA AL</name>
</author>
<id>http://suspace.su.edu.bd/handle/123456789/401</id>
<updated>2023-01-05T10:03:25Z</updated>
<published>2020-09-15T00:00:00Z</published>
<summary type="text">Analysis and Design of a Six Storied Residential Building in  Dhaka City by Using ETABS Software
CHOWDHURY, MOHAMMED SHOHEL; SARKER, ASHOKA KUMAR; AKTER, SHILPY; HUSNA, AL ASMA UL; MASUD, ABDULLA AL
All praises and profound gratitude to the almighty Allah who is the most beneficent and &#13;
the most merciful for allowing great opportunity and ability to bring this effort to fruition &#13;
safety and peacefully.&#13;
The authors are grateful to Professor M.A Razzaque (The Honorable Vice Chancellor of the &#13;
Sonargaon University) for creating such opportunity for us to pursue studies in acquiring &#13;
the degree of B.Sc. in Civil Engineering.&#13;
The authors would like to express his deepest gratitude, sincere appreciation to his &#13;
supervisor Md. Manzur Rahman Lecturer, Department of Civil Engineering, Sonargaon &#13;
University (SU), for his constant supervision, continuous guidance, helpful criticism,&#13;
affectionate encouragement and invaluable suggestion, generous help and valuable advice &#13;
was the source of the author’s inspiration.&#13;
The authors are also grateful to Lecturer MR. SAIFUDDIN AHMED, Course coordinator,&#13;
Department of Civil Engineering, Sonargaon University, for his inspiration and providing &#13;
facilities to complete the project and thesis work.&#13;
The authors feel extremely privilege to thank the most respected teachers MD. &#13;
ARIFUZZAMAN, Assistant Professor, Sonargaon University, MD. SHAFIUL ALAM, &#13;
Lecture, Sonargaon University , MD. NUR BASIT ZAMAN, Lecture, Sonargaon &#13;
University , TAFSIROJJAMAN, Lecture, Sonargaon University , ABDULLAH AL HASIB,&#13;
Lecture, Sonargaon University for their proper guidance and encouragement in this &#13;
thesis work.&#13;
Finally, the authors would like to express gratitude to all of the teachers of the University &#13;
for their co-operation and dedicated teaching toward the achievement of the degree of B.Sc. &#13;
in Civil Engineering. The co-operation and assistance of all the officers and staff of the &#13;
Sonargaon University are heart fully acknowledged.&#13;
Last but not the least; the authors would like to express his deepest gratitude and &#13;
appreciation to his parents, relatives and many friends for their constant inspiration and &#13;
encouragement
</summary>
<dc:date>2020-09-15T00:00:00Z</dc:date>
</entry>
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