Optimum post-tensioning cable forces of Mau-Lo Hsi cable-stayed bridge

Engineering Structures

Volumn 28, Issue 10, 2006, Pages 1407-1417

  Sung, Yu Chi ^a   Chang, Dyi Wei ^b   Teo, Eng Huat ^b  

^a NATIONAL TAIPEI UNIVERSITY OF TECHNOLOGY   (Taiwan)

^b China Engineering Consultants Inc   (Taiwan)

Author keywords

Minimum strain energy; Second order analysis; Strictly convex function

Indexed keywords

BRIDGE CABLES; BRIDGE DECKS; MATHEMATICAL MODELS; OPTIMIZATION; STEEL BEAMS AND GIRDERS; STRAIN; STRUCTURAL DESIGN;

MINIMUM STRAIN ENERGY; POST-TENSIONING CABLE FORCES; SECOND ORDER ANALYSIS; STEEL PYLONS; STRICTLY CONVEX FUNCTION;

CABLE STAYED BRIDGES;

BRIDGE CABLES; BRIDGE DECKS; CABLE STAYED BRIDGES; MATHEMATICAL MODELS; OPTIMIZATION; STEEL BEAMS AND GIRDERS; STRAIN; STRUCTURAL DESIGN;

BRIDGE CONSTRUCTION; DESIGN METHOD; LOADING; OPTIMIZATION; PERFORMANCE ASSESSMENT; STRAIN; STRUCTURAL ANALYSIS;

ASIA; EURASIA; FAR EAST; TAIWAN;

EID: 33745024699     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2006.01.009     Document Type: Article

References (5)

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3. Wang P.H., Tseng T.C., and Yang C.G. Initial shape of cable-stayed bridges. Journal of Computer & Structures 46 (1993) 1085-1106
4. Department of Structure-I. Engineering drawing of Mau-Lo Hsi cable-stayed bridge (1996), China Engineering Consultants, Inc., Taiwan [in Chinese]
5. Strang G. Introduction to applied mathematics (1986), Wellesley-Cambridge Press, Massachusetts