2006Jianzhu gangjiegou jinzhanRequires access

Evaluation and Design on Fire-Resistance of Steel Structures for Hangzhou International Conference Center

Jiang Shouchao

Open publisher page 0 citations

Abstract

The total area of Hangzhou international conference center is 117350m2. There are large communal aera, large meeting rooms, guest rooms and entertainment hall in this building. Since the function of Hangzhou international conference center is complex ,the existing build code isn' t suitable for evaluating the structural fire safety of the building. In this paper the evalution of the structural fire safety of Hangzhou international conference center is based on fire-resistance performance of the structure. At first the target of structural fire-resistance is determined. Then the behavior of structural members are analyzed in the most severe fire scenery. Finally the evaluation of structural fire-resistance and design of fire insulation are based on meeting the requirement of structural fire-resistance. The conclusions of this paper are adopted by building owner and fire bureau and can be referenced by other similar projects.

About this research paper

What this paper is about

The total area of Hangzhou international conference center is 117350m2. There are large communal aera, large meeting rooms, guest rooms and entertainment hall in this building. Since the function of Hangzhou international conference center is complex ,the existing build code isn' t suitable for evaluating the structural fire safety of the building. In this paper the evalution of the structural fire safety of Hangzhou international conference center is based on fire-resistance performance of the structure. At first the target of structural fire-resistance is determined. Then the behavior of structural members are analyzed in the most severe fire scenery. Finally the evaluation of structural fire-resistance and design of fire insulation are based on meeting the requirement of structural fire-resistance. The conclusions of this paper are adopted by building owner and fire bureau and can be referenced by other similar projects.

Why it matters

A significance statement is not available in the OpenAlex record.

Key contribution

A contribution statement is not available in the OpenAlex record.

Method / approach

Method details are not available in the OpenAlex metadata.

Main findings

Findings are not separately available in the OpenAlex metadata.

Limitations

Limitations are not available in the OpenAlex metadata.

Applications

Application details are not available in the OpenAlex metadata.

Available abstract

The total area of Hangzhou international conference center is 117350m2. There are large communal aera, large meeting rooms, guest rooms and entertainment hall in this building. Since the function of Hangzhou international conference center is complex ,the existing build code isn' t suitable for evaluating the structural fire safety of the building. In this paper the evalution of the structural fire safety of Hangzhou international conference center is based on fire-resistance performance of the structure. At first the target of structural fire-resistance is determined. Then the behavior of structural members are analyzed in the most severe fire scenery. Finally the evaluation of structural fire-resistance and design of fire insulation are based on meeting the requirement of structural fire-resistance. The conclusions of this paper are adopted by building owner and fire bureau and can be referenced by other similar projects.

Key concepts: Fire resistance, Engineering, Fire safety, Architectural engineering, Fire protection, Center (category theory), World trade center, Civil engineering

Related papers

Back to paper searchBrowse research topicsOriginal source
Evaluation and Design on Fire-Resistance of Steel Structures for Hangzhou International Conference Center — Research Paper | ScholarLens