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TB 10095-2020Code for Design on Railway Cable-stayed Bridge (English PDF)

铁路斜拉桥设计规范

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Issued by

National Railway Administration

Level / Type

National · Mandatory

Issue date

December 2, 2020

Implementation date

March 1, 2021

Scope

TB 10095-2020 is the English-translated version of 铁路斜拉桥设计规范.

TB 10095-2020 — This standard applies to the design of standard gauge railways and cable-stayed bridges with a span not greater than 1 100 m.

The design of cable-stayed bridges should comprehensively consider factors such as the use of the bridge, environmental conditions, hydrology, topography and geology, and select appropriate span layouts, structural systems, and construction methods.

The design of cable-stayed bridges should reasonably select materials, structure types and structures to ensure the strength, rigidity, stability and durability of the cable-stayed bridge structure.

The design service life of the main structure of the cable-stayed bridge should be 100 years. The design of cable-stayed bridge should still meet the requirements of cable replacement.

The design of cable-stayed bridge should consider the influence of wind load on the dynamic response of the structure.

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Document preview — TB 10095-2020

National Standard of the People's Republic of China

ICS: 93.100
Classification: P 65

Issued by: National Railway Administration

What this standard covers1
Document data2

What this standard covers

This standard applies to the design of standard gauge railways and cable-stayed bridges with a span not greater than 1 100 m. The design of cable-stayed bridges should comprehensively consider factors such as the use of the bridge, environmental conditions, hydrology, topography and geology, and select appropriate span layouts, structural systems, and construction methods. The design of cable-stayed bridges should reasonably select materials, structure types and structures to ensure the strength, rigidity, stability and durability of the cable-stayed bridge structure. The design service life of the main structure of the cable-stayed bridge should be 100 years. The design of cable-stayed bridge should still meet the requirements of cable replacement. The design of cable-stayed bridge should consider the influence of wind load on the dynamic response of the structure. Cable-stayed bridge design should be carried out according to regulations

Document data

International classification (ICS): 93.100.

Chinese classification (CCS): P65.

Estimated length of the Chinese original: 79,739 words.

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This preview omits tables, figures, formulas and parts of the technical clauses. The complete document — 53 pages — is available in the English PDF.

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