Calculation of moments on top slab in single-cell box girders

Q. Z. Luo; J. Tang; Q. S. Li

doi:10.1061/(ASCE)0733-9445(2003)129:1(130)

Calculation of moments on top slab in single-cell box girders

Q. Z. Luo, J. Tang, Q. S. Li

Research output: Journal Publications and Reviews › RGC 21 - Publication in refereed journal › peer-review

9 Citations (Scopus)

Abstract

A new approach is presented for the calculation of moments on top slab in single-cell box girders. Using the classic thin plate theory, trigonometric series solutions for bending moments of the top slab under local distributed load and concentrated load with elastically clamped boundary conditions are derived. A numerical example is given to demonstrate the application of the proposed method.

Original language	English
Pages (from-to)	130-134
Journal	Journal of Structural Engineering
Volume	129
Issue number	1
DOIs	https://doi.org/10.1061/(ASCE)0733-9445(2003)129:1(130)
Publication status	Published - Jan 2003

Research Keywords

Bending moments
Box girders
Finite strip method
Plates

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abstract = "A new approach is presented for the calculation of moments on top slab in single-cell box girders. Using the classic thin plate theory, trigonometric series solutions for bending moments of the top slab under local distributed load and concentrated load with elastically clamped boundary conditions are derived. A numerical example is given to demonstrate the application of the proposed method.",

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AU - Tang, J.

AU - Li, Q. S.

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N2 - A new approach is presented for the calculation of moments on top slab in single-cell box girders. Using the classic thin plate theory, trigonometric series solutions for bending moments of the top slab under local distributed load and concentrated load with elastically clamped boundary conditions are derived. A numerical example is given to demonstrate the application of the proposed method.

AB - A new approach is presented for the calculation of moments on top slab in single-cell box girders. Using the classic thin plate theory, trigonometric series solutions for bending moments of the top slab under local distributed load and concentrated load with elastically clamped boundary conditions are derived. A numerical example is given to demonstrate the application of the proposed method.

KW - Bending moments

KW - Box girders

KW - Finite strip method

KW - Plates

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DO - 10.1061/(ASCE)0733-9445(2003)129:1(130)

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SP - 130

EP - 134

JO - Journal of Structural Engineering

JF - Journal of Structural Engineering

IS - 1

ER -

Calculation of moments on top slab in single-cell box girders

Abstract

Research Keywords

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