Souvenir - Bangladesh Group of IABSE

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Japan-Bangladesh Joint Seminar on Advances in Bridge Engineering Civil Engineering Division Institution of Engineers, Bangladesh ."7 -:JSCE fi~± *~~ ~PAN SOCIETY OF CIVIL ENGINEERS Committee of Steel Structures Japan Society of Civil Engineers Jamuna Multipurpose Bridge Authority Government of the Peoples I Republic of . Bangladesh Roads and Highways Department Government of the Peoples I Republic of Bangladesh
Civil Engineering Division, The Institution of Engineers, Bangladesh. Roads and Highways Department, Government of the Peoples' Republic of Bangladesh. Professor A.M.M. Safiullah Department of Civil Engineering Bangladesh University of Engineering and Technology, Dhaka 1000, Bangladesh. Md. Idrish Miah Additional Chief Engineer (Bridge Management Wing) Roads and Highways Department, Bangladesh. Dr. A.EM. Saiful Arnin Department of Civil Engineering Bangladesh University of Engineering and Technology, Dhaka 1000, Bangladesh. Copyright © The Institution of Engineers, Bangladesh and Roads and Highways Department, Government of the Peoples' Republic of Bangladesh. This publication or any part of it can be reproduced in any form with due acknowledgement. Left: The Akashi Kaikyo Bridge (AKB) is a three-span, two-hinged stiffening girder system suspension bridge that spans the Akashi Strait between Maiko, Tarumi-ward in Kobe, and Matsuho, on Awaji Island. After various investigations including aerodynamic tests on large scale three dimensional prototypes, actual construction of the bridge began in May 1988, and took a total often years. The AKB was opened to traffic on April 5, 1998. The AKB become the longest suspension bridges in the world, surpassing the Humber Bridge (England, 1,410 meter center span) by 581 meters. Although in primary design the AKB was 3,910 meters long overall, with a center span of 1,990 meters, it was extended 1 meter by the Great Hanshin Earthquake (January 17, 1995). Source: Honshu-Shikoku Bridge Authority, Japan. Right: The photo depicts one of the known oldest bridges of Bangladesh. It is a masonry bridge built in the 17th century during Mughal period over the Mir Kadim Canal, Munshigonj, Dhaka Division. The bridge has a center arch of 4.3m span and 8.5m in height above the bed of the canal with two side arches of2.2m span each and 5.2m high. The piers are 1.8m thick. The wings are straight back and the whole length of the bridge is 52.7m. Source: Dani, A.H. (1961). Muslim Architecture in Bengal, Asiatic Society of Pakistan Publication No.7, Dacca. Courtesy: Engr. Emdadul Huq, Retd. Additional Chief Engineer, Public Work Department, Bangladesh. Photo: Dr. Engr. A.F.M. Saiful Amin, BUET. JSCE~~±*~~ ?3APAN SOCIETY OF CNIL ENGINEERS
Page 4 and 5: Barrister Nazmul Huda Minister Mini
Page 6 and 7: .---7 4SCEri~±*~~ ~~AN SOCIETYOF C
Page 8 and 9: Prof. Dr. Ing. M. Anwarul Azim Pres
Page 10 and 11: Engr. Md. Nurul Huda Vice-President
Page 12 and 13: Engr. Md. Rezaul Karim Chairman, Ci
Page 14 and 15: Civil Engineering Divisional Commit
Page 16 and 17: Professor Jamilur Reza Choudhury Vi
Page 18 and 19: Date: 10 August 2005 Time: 11:00 am
Page 20 and 21: Bangladesh SOIneReInarkable Bridges
Page 22 and 23: The development of Dhaka-Maw a-Bhan
Page 24 and 25: Each span comprises 5 nos prestress
Page 26 and 27: Bagerhat district town stands on th
Page 28 and 29: i) The length of the PC girder for
Page 30 and 31: The decking is supported on RCC pie
Page 32 and 33: Kurigram is a district ofrivers. Th
Page 34 and 35: I ---------------10.000------------
Page 36 and 37: Overall depth of each of 5 PC girde
Page 38 and 39: ~ I: HAl """IN II'( • ,.I11j •.
Page 40 and 41: The pier column has a hexagonal sha
Page 42 and 43: River revetment works are the main
Page 44 and 45: The bridge carries a 4-lane roadway
Page 46 and 47: Namc of Dhaka cnd Jinjira cnd Struc
Page 49 and 50: The service road on each side of fl
Page 51 and 52: At the start of construction a subs
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-41.0m . The casing acts as a prote
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span. Each segment was stressed to
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Above 0.0 PWD compacted soil was pl
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Khulna city, the 3rd largest city a
Page 61 and 62:
Prior to the production of the perm
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In order to construct pile cap belo
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Another special feature of this bri
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138 cast-in-situ concrete piles of
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River revetment works were the main
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Main Bridge and, River Rraining Wor
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The typical substructure consists o
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Assessment of the environmental imp
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Preliminary feasibility study which
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A site-specific seismology study pr
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It should be anticipated for a proj
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gantry. The erection procedure ensu
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provided buoyancy. For the Jamuna r
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their agricultural land; homestead
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PARTICULARS OF BRIDGES OF LENGTH 30
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PARTICULARS OF BRIDGES OF LENGTH 30
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We wish the success of Japan-Bangla
Page 95 and 96:
11111111 11.111111 111111 We wish e
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18est \Vis hes from Ilitl I MIR AKH
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Best Wishes from House # B-168, Roa
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Souvenir - Bangladesh Group of IABSE

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