ScholarLens Back to search
2006•Industrial ConstructionRequires access

STUDY ON SIMPLIFIED CALCULATION METHOD FOR SECONDARY MOMENT OF PRESTRESSED CONCRETE FRAME

PC Structures

Open publisher page 0 citations

Abstract

For single span beam or interior span beam of prestressed concrete frame,a simplified method for calculating secondary moment was developed.A parabola was used instead of real prestressing steel bar shape in this method.The method is easy and the result is accurate.But for side span beam,the method is not accurate enough because the arrangement of prestressing steel bar in side span is different from that in interior span.It is suggested that secondary moment of side span beam should be calculated with its real shape.

About this research paper

What this paper is about

For single span beam or interior span beam of prestressed concrete frame,a simplified method for calculating secondary moment was developed.A parabola was used instead of real prestressing steel bar shape in this method.The method is easy and the result is accurate.But for side span beam,the method is not accurate enough because the arrangement of prestressing steel bar in side span is different from that in interior span.It is suggested that secondary moment of side span beam should be calculated with its real shape.

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

For single span beam or interior span beam of prestressed concrete frame,a simplified method for calculating secondary moment was developed.A parabola was used instead of real prestressing steel bar shape in this method.The method is easy and the result is accurate.But for side span beam,the method is not accurate enough because the arrangement of prestressing steel bar in side span is different from that in interior span.It is suggested that secondary moment of side span beam should be calculated with its real shape.

Key concepts: Span (engineering), Structural engineering, Beam (structure), Moment (physics), Parabola, Prestressed concrete, Bar (unit), Frame (networking)

Related papers

Related paper 1Related paper 2Related paper 3
Back to paper searchBrowse research topicsOriginal source
STUDY ON SIMPLIFIED CALCULATION METHOD FOR SECONDARY MOMENT OF PRESTRESSED CONCRETE FRAME — Research Paper | ScholarLens