Gumjae Bridge - Extradosed Bridge Parametric Study

www.MidasUser.com

Modeling, Integrated Design & Analysis Software

Extradosed Bridge Design and Construction Construction Naga Ravi Kiran MIDAS Information Technology Technology Co., Ltd.

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Structural Engineering Seminar

Contents

1

Extra Dosed Bridge  – A Introduction

2

Gyumjae Bridge Project

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Structural Engineering Seminar

Introduction

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Structural Engineering Seminar

Introduction

Tension Tension Prestress

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Structural Engineering Seminar

Structural Behavior 

Cable Stayed Bridge

Extradosed Bridge

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Structural Engineering Seminar

Design Criteria for Geometry



Span by depth ratio: L/hc = 30-35



Span by tower height ratio: L/Ht = 15



Side span to main span ratio: L1/L = 0.6-0.8



Cable arrangement: Semi-fan or harp cable arrangement

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Structural Engineering Seminar

Advantages

uitab ble fo forr spans of 100-2 -20 00 m   Suita nee ed for diap iaphrag hragms ms at anc ncho horag rage e loc loca atio tions  ns   No ne

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Structural Engineering Seminar

Analysis Procedure Analysis for an Extradosed bridge is done in 2 steps:

1. Pre Prelimi liminary nary analys analysis is to find cable cable forces forces or Final Final Stage Stage Anal Analysis: ysis:

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Structural Engineering Seminar

Analysis Procedure Final Stage Analysis: The starting point for design of a cable stayed bridge is an idealised stressed stat e at a given

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Structural Engineering Seminar

Analysis Procedure 

Cable bridges are highly redundant structures •

This gives the designer flexibility to prescribe a set of cable forces that will achieve a preferred final stressed state for the deck, pylons and cables under a given loading condition (dead + SDL)

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Structural Engineering Seminar

Analysis Procedure Design Stage Construction Analysis: Analysis: •Objectives of design stage construction analysis

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Structural Engineering Seminar

Contents

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Structural Engineering Seminar

2. Project outline

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Structural Engineering Seminar

3. Project Location

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Structural Engineering Seminar

4. Structure of Steel Arch Bridge

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Structural Engineering Seminar

4. Structure of Extradosed Bridge

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Structural Engineering Seminar

2) FSM construction stage analysis (1/4)

Steps of Construction 종 단 면 도 Profile

STEP 휘경여중고

74.500m

면목역

74.500m

1 단계

H.W.L17.05

1

A1

16.000m

15.000

동부간선도로 (B=14.0X4.7m)

휘경여중고

P1

74.500m

75.000m

A2

동부간선도로 (B=13.0X4.7m)

P2

면목역

74.500m

(1단계 타설)

(1단계 타설)

2 단계

2

A1

16.000m

15.000

동부간선도로 (B=14.0X4.7m)

휘경여중고

P1

74.500m

75.000m

(1단계 타설)

(2단계 타설)

A2

동부간선도로 (B=13.0X4.7m)

P2

면목역

74.500m (1단계 타설)

3 단계

3

A1

16.000m

동부간선도로 (B=14.0X4.7m)

60.000m

15.000 P1

P2

105.000m

동부간선도로 (B=13.0X4.7m)

60.000m

A2

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Structural Engineering Seminar

2) FSM construction stage analysis (2/4)

Structural Analysis of each construction stage using MIDAS CIVIL

1st Construction Stage: Model and activate side span temporary supports by Elastic link and Support

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Structural Engineering Seminar

2) FSM construction stage analysis (3/4)

Structural Analysis of each construction stage using Midas Civil

4th Construction Stage: Complete diagonal Tension Tension Cables, and remove temp. supports of main span

5th Construction Stage : Pavement and Finishing => Completion of Construction

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Structural Engineering Seminar

2) FSM construction stage analysis (4/4) Upper Combined Stress (Mpa) 

Allowa Allowable ble Tensile ensile Stress Stress:: 3.20 3. 20 Mp Mpaa Maxi Maximu mum m Tensi ensile le Stre Stress ss:: 0.24 0. 24 Mp Mpaa  Allo Allowa wabl blee Comp Compre ress ssio ion n Stress: -16.00 -16 .00 Mpa Maximum Compressi ssion Stress: -10.10 -10 .10 Mpa

Lower Combined Stress (Mpa) 

Allowa Allowable ble Tensile ensile Stress Stress:: 3.20 3. 20 Mp Mpaa

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Structural Engineering Seminar

3) BCM Construction Stage Analysis (2/4)

Structural Analysis of each construction stage using Midas Civil

1st Construction Stage: Construct Main Pier and Pylon

`

2nd ~9th Construction Stage: Employ F/T Seg. Construct Diagonal cables

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Structural Engineering Seminar

7. Economical Analysis F. S. M

B. C. M

Equipment

Time

Construction time of temp. supports for Side-Span

20 days

Maintenance time of temp. supports for Side-Span

14 days

Equipment 8Seg.

Equipment,

×

15 days (Time per each Seg.)

Time 120 days

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Structural Engineering Seminar

8. Conclusion 

Comparison and analysis of applicative and efficiency B.C.M. with F.S.M. F.S.M. is cost effective, easier to construct, structurally conservative than B.C.M.



For considering restrictions of lower part of o f F.S.M., F.S.M., midas Civil uses Elastic Link-Compression Link -Compression only function to

analyze each construction stage and optimizes the temporary support usage plan

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Structural Engineering Seminar

Structural analysis comparison(1/9 )

B.C.M: Maximum negative moment on supports are relatively greater than Maximum  positive moment moment in the middle point. The moments moments are concentrated to the supports. F.S.M: The moment of the supports and the middle point are relatively balanced. 

Dead Load

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Structural Engineering Seminar

Structural analysis comparison(2/9)



Cable Force

Reac Reacti tion on forc forcee of the the mome moment nt forc forcee due due to Dead Dead load load

Since

on B.C.M posit sitive ive moment does not occur for diagonal cable forces and the res resista stance force of 

cant cantil ilev ever er beam beam dead dead load load is requ requir ired ed,, the the stre stress ss dist distri ribu buti tion on to diag diagon onal al cabl cables es can can be high higher er than than F.S.M .S.M..

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Structural Engineering Seminar

Structural analysis comparison(3/9)

Positive

Dead + Cable

moment of B.C.M is twice smaller than Positive moment of F.S.M

 Negative

moment moment also occurs very small small and B.C.M shows profitable profitable stress distribution.

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Structural Engineering Seminar

Structural analysis comparison(4/9)

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Structural Engineering Seminar

Structural analysis comparison(5/9)

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Structural Engineering Seminar

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Structural Engineering Seminar

Structural analysis comparison(7/9)

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Structural Engineering Seminar

Structural analysis comparison(8/9)

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