Remaining service life estimation of bridge components by knowledge discovery…

Edisi

-

ISBN/ISSN

-

Deskripsi Fisik

pp.223-230

Judul Seri

Nde Conference On Civil Engineering: A Joint Conference Of The 7th Structural Materials Technology: Nde/ndt For Highways And Bridges And The 6th International Symposium On Ndt In Civil Engineering

No. Panggil

625.7+624.21(063) Ulk r

Development of a portable laser shearography system for crack detection in br…

Edisi

-

ISBN/ISSN

-

Deskripsi Fisik

pp.261-268

Judul Seri

Nde Conference On Civil Engineering: A Joint Conference Of The 7th Structural Materials Technology: Nde/ndt For Highways And Bridges And The 6th International Symposium On Ndt In Civil Engineering

No. Panggil

625.7+624.21(063) Liv d

Detection of voids in tendon ducts of post-tensioned U-beams for an existing …

Edisi

-

ISBN/ISSN

-

Deskripsi Fisik

pp.277-284

Judul Seri

Nde Conference On Civil Engineering: A Joint Conference Of The 7th Structural Materials Technology: Nde/ndt For Highways And Bridges And The 6th International Symposium On Ndt In Civil Engineering

No. Panggil

625.7+624.21(063) Zhe d

Cable supported bridges concept & design

Edisi

2nd ed.

ISBN/ISSN

-

Deskripsi Fisik

471 p.

Judul Seri

-

No. Panggil

624.21 Gim c

Fatigue life of riveted steel bridges

Edisi

-

ISBN/ISSN

978-0-415-87676-6

Deskripsi Fisik

169 p.

Judul Seri

-

No. Panggil

624.21 Ake f

Theory of bridge aerodynamics

Edisi

2nd edition

ISBN/ISSN

13 978-3-642-13659

Deskripsi Fisik

302 p.

Judul Seri

-

No. Panggil

624.21 Str t

Bridge aesthetics sourcebook

Edisi

-

ISBN/ISSN

978-1-56051-485-5

Deskripsi Fisik

61 p.

Judul Seri

-

No. Panggil

624.21 AAS b

Bridge Engineering, 2nd edition

Edisi

-

ISBN/ISSN

13978-0-07-065695-6

Deskripsi Fisik

-

Judul Seri

-

No. Panggil

-

Mechanical vibration evaluation of measurement results from dynamic tests and…

Edisi

-

ISBN/ISSN

-

Deskripsi Fisik

26 p.

Judul Seri

-

No. Panggil

006.322 Bri m

A Correlation Study of the Existing Bridges for Failure Analysis - Case Study…

In this study, a total of 935 data was used to analyze the correlation factors and positions of the common bridge damage through logistic regression. There are three aspects of the factor of bridge damage which include essential bridge character, external bridge condition, and internal bridge structure. Based on the whole bridge condition index, in terms of different damage positions, we perfor…