International Seminar on Steel and Composite Bridges: Conference Documentation Vol - 1 (Record no. 46941)

MARC details
000 -LEADER
fixed length control field 02540nam a2200169Ia 4500
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 140223b2002 xxu||||| |||| 00| 0 eng d
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
Terms of availability 0.00
082 ## - DEWEY DECIMAL CLASSIFICATION NUMBER
Classification number 624.2
Item number STE
100 ## - MAIN ENTRY--PERSONAL NAME
Personal name Bhide, M. C.
245 ## - TITLE STATEMENT
Title International Seminar on Steel and Composite Bridges: Conference Documentation Vol - 1
260 ## - PUBLICATION, DISTRIBUTION, ETC. (IMPRINT)
Place of publication, distribution, etc. Mumbai
Name of publisher, distributor, etc. Indian Institute of Bridge Engineers
Date of publication, distribution, etc. 2002
300 ## - PHYSICAL DESCRIPTION
Extent 312p
500 ## - GENERAL NOTE
General note Part - A: Design, Construction and Planning o Steel Bridges Erection o the Approach Bridges at the Uddevalla Bridge Fabrication of Welded Griders Design and Construction of Bridges for Himalayan Foot Hills with Special Reference to Goke Bridge Reyond Khud Bridge: An Unique Bridge of the Indian Railways Role of Railway Engineers in Bridge Construction of the other Departments Economics of Steel Bridges V/S Concrete Bridges Bridge No. 20 Design and Launching Aspects Fabrication of 122.32cm Length open Web Welded Girders for Konkan Railways Slab Participation in Composite Section due to Normal Forces L and T's Malaysian Experience of Steel Bridges Part - B: Rehabilitation, Retrofit and Regirdering Regirdering of 6*25.6 M Span Semi through Early Steel Girders by Welded Plate Girders of Seena Bridge on Solapur Division of Central Railway Rehabilitation of Steel Bridges Issues Relevant to Design Rehabilitation of Steel Bridges and Case Studies Rehabilitation of Composite Bridge on Mumbai Agra National Highway Replacement Steel Bridges Preparing Manhattan Bridge for the Next Century Prolonging the Serviceability of the Deteriorated Parts of the Williamsburg Bridge during Reconstruction Replacement of Girders with Prestressed Concrete Slabs at Bridge No 716 up (128 × 6.10m) at km 748/17 - 21 between Thadi and Anakapalle Stations on Vijaywada Visakhapatnam Section Regirdering of Bridge No.279 down (16 × 12.19m) across the River Pumbaleru between Guduru and Manubolu Station on Gudur Vijayawada Section Modification of Ghatprabha Bridge (45 × 12.20m) for Gauge Conversion Modification of Bridge No. 184(14 × 45.70 m Span) across River Krishna Replacement of Ten Girders of 18.3m Span in Single Block of 6Hrs (Bridge No. 699 Up) using Hydraulic Road Cranes between Mehmedabad and Kanji Stations of Vadodara Ahmedabad Section of Western Railway on 25-04-2001
600 ## - SUBJECT ADDED ENTRY--PERSONAL NAME
Personal name Civil Engineering
890 ## -
-- India
995 ## - RECOMMENDATION 995 [LOCAL, UNIMARC FRANCE]
-- STE
-- CIT-NIT
-- 266.00
-- 0
-- 049
-- 0
-- 0.00
-- SET PRICE 800.00 VOL 1 - 3
-- C
-- 20030630
-- Indian Institute of Bridge Engineers; Mumbai
-- Reference

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