Application of particle swarm optimisation to construction planning for cable-stayed bridges by the cantilever erection method

Structure and Infrastructure Engineering

Volumn 12, Issue 2, 2016, Pages 208-222

  Sung, Yu Chi ^a,b   Wang, Chun Ying ^a   Teo, Eng Huat ^c  

^a NATIONAL TAIPEI UNIVERSITY OF TECHNOLOGY   (Taiwan)

^b NATIONAL CENTER FOR RESEARCH ON EARTHQUAKE ENGINEERING   (Taiwan)

^c CECI ENGINEERING CONSULTANTS INC   (Taiwan)

Author keywords

Artificial intelligence; Construction stage analysis; Post tensioning cable force; Pre cambering of girders

Indexed keywords

ARTIFICIAL INTELLIGENCE; CABLE STAYED BRIDGES; CABLES; GENETIC ALGORITHMS; NANOCANTILEVERS; SIMULATED ANNEALING;

CONSTRUCTION PLANNING; CONSTRUCTION STAGES; MUTATION OPERATIONS; OBJECTIVE FUNCTIONS; OPTIMUM CONSTRUCTION; PARTICLE SWARM OPTIMISATION; POSTTENSIONING; STRUCTURAL DISPLACEMENT;

PARTICLE SWARM OPTIMIZATION (PSO);

EID: 84948382351     PISSN: 15732479     EISSN: 17448980     Source Type: Journal    
DOI: 10.1080/15732479.2015.1008521     Document Type: Article

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