Supplementary Papers (Record no. 48929)

MARC details
000 -LEADER
fixed length control field 03033nam a2200193Ia 4500
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 140223b2006 xxu||||| |||| 00| 0 eng d
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
Terms of availability 0.00
082 ## - DEWEY DECIMAL CLASSIFICATION NUMBER
Classification number 624.1
Item number PRO
100 ## - MAIN ENTRY--PERSONAL NAME
Personal name Kanok Nukulchai, Worsak
245 ## - TITLE STATEMENT
Title Supplementary Papers
260 ## - PUBLICATION, DISTRIBUTION, ETC. (IMPRINT)
Place of publication, distribution, etc. Bangkok
Name of publisher, distributor, etc. Asian Institute of Technology
Date of publication, distribution, etc. 2006
300 ## - PHYSICAL DESCRIPTION
Extent 206p
500 ## - GENERAL NOTE
General note Proceedings of The Tenth East Asia-Pacific Conference of Structural Engineering and Construction August 3-5, 2006 A New shear Deformable Plate Element Based on Refined Plate Theory Application of Mobile Computing to Interoperation of Structural Engineering Programs Integration of GPS Measurements and Secondary Structural Elements into the Serviceability Design of Structures Strength and Behaviour of Cold-Formed Steel Offset Roof Trusses Consistent Non-Linear Structural Analysis of Long Span Bridges Creep and Shrinkage of High Strength Concrete Optimal Cost Design of Rigid Raft Foundation Plan and Design of Joint Structure of Expressway and MRT viaducts in Taipie Metropolis The Nonlinear Behaviour of Welded Girder with profiled Web Using LUSAS Performance Evaluation of Masonry Infilled Building Frames Reliability Analysis of Rock Slopes-Case Studies Structural Analysis of the Dome of the Pious Schools in Valencia Dynamic Analysis of 'Smart' Pin-Frame System Using Time Frequency Representation of Earthquakes Seismic Performance of Structures with Multiple Tuned Mass Dampers On the Application of Uncoupled Modal Response History Method, Based on Pushover Analysis Response Compressive Constitutive Behaviour of SFRHPC Subjected to Cyclic Loading Experimental Study on Bi Lateral Seismic Performance of Precast Hollow Core Wall using Shaking Table Overview on Maintenance Part of Asia Concrete Model Code Limit Analysis Bounds Approach to the Computation of the Limit Load of Arched Frame Structures Construction Director: 4D Simulation System for Plant Construction Diagnostic System Using SOFM Neural Networks for Bridge Structural Damage Detection Development of Component Models for Internet-Based Structural Analysis and Design Modeling of Early Concrete for the Prediction of Crack Potential in Very Thick Concrete Members Research on the Sight Bridge Designing Performance of Full-Scale CFRP Strengthened RC Plane-Stress Members Development of an Assessment System for Green Highway Construction Performance Evaluation of Composite Steel Plate Shear Walls Under Cyclic Loadings Exposure Tests on Durability of Concrete Using Pyroclastic Flow Deposit "Shirasu" Vibration Test on a Real-Scale Bridge with CFT Girder Performance Based Code (PBC): Concept, Approach and Development
600 ## - SUBJECT ADDED ENTRY--PERSONAL NAME
Personal name Civil Engineering
700 ## - ADDED ENTRY--PERSONAL NAME
Personal name Anwar, Naveed
700 ## - ADDED ENTRY--PERSONAL NAME
Personal name Munasinghe, Sunil
890 ## -
-- Thailand
995 ## - RECOMMENDATION 995 [LOCAL, UNIMARC FRANCE]
-- PRO
-- 005016
-- CIV-PG0
-- 976.00
-- 0
-- 049
-- 30598
-- 0
-- 0.00
-- 976.00 0% (Set Price
-- 20061006
-- 07
-- C
-- 20061130
-- Asian Institute of Technology
-- Reference

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