Civil Engineering Association

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Hi All

I hope someone can help me with this 3 journal. Thanks A Lot

1. Preliminary static analysis of suspension bridges by D. Cobo del Arco

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2. A simplified method for lateral response analysis of suspension bridges under wind loads by Jin Cheng , Ru-Cheng Xiao

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3. The Aeroelastic Study of the Messina Straits Bridge by G. Diana, M. Falco, F. Cheli and A. Cigad

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Hi Essenza

Please find below the requested Journals.

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Epee

Hi Epee.
Again I'm looking for this journal

1. LONG-SPAN SUSPENSION BRIDGES: A BRITISH APPROACH:

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2. Aeroelastic behaviour of long span bridges with “multibox” type deck sections:

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3. Aerodynamic challenges in span length of suspension bridges:

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I'm in the preliminary part for deck design of Sunda Strait Bridge. Your time and help is really appreciated.

Aeroelastic behaviour of long span bridges with “multibox” type deck sections :

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I am more than happy to help on what's going to be the longest suspension bridge in the world!?

The requested journals below

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Good luck with the design.

Epee

Hi All, i would like to request for this journal

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Sorry one more

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Design development of steel-concrete composite bridges in France
Jacques Brozzetti

Abstract
After a review of the market share of composite bridges in France as compared to other solutions the present paper gives information, for short and medium span length, on the cost efficiency of this type of solution compared to prestressed concrete bridge.
Then, the paper presents the recent technical trends in the design of composite bridges in France which, partly, explain the regain of competitiveness and the favour of the owners. Further considerations on the innovation concerning recent developments of composite bridges are also given. Particular attention is drawn on the execution practices and design rules limiting the cracking in concrete bridge decks particularly at the early age.

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Flexural behavior of steel I-beam prestressed with externally unbonded tendons
Sunkyu Parka, Taewan Kim , Kwangsoo Kima and Sung-Nam Honga

Abstract
The external post-tensioning technique has been commonly used in the construction field because it facilitates the analysis of structures and is widely applicable for many types of structures. In this paper, the flexural behavior and strengthening effect of a bridge were studied using a steel I-beam that had been externally prestressed with unbonded tendons. Eleven steel beams were fabricated and tested in terms of the tendon type, the amount of tendon or prestressing force, the installation of a deviator, and the embedment of a draped tendon. The results show that the externally prestressing method creates a stiffer steel beam when the proper amount of prestressing force is applied and when detail techniques are appropriately combined.The experimental results were compared to a theoretical solution in order to verify whether the external post-tensioning method is useful for strengthening a steel bridge and whether it is applicable in the construction field.

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Hi all

I'm looking for another paper from AISC engineering journal hope somebody have access to it

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Greetings

DE

I see that not much have access to AISC journal. So i would like to request the following paper from Wiley

1. Stiffened steel box columns. Part 1: Cyclic behaviour

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2. Stiffened steel box columns. Part 2: Ductility evaluation

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Greeings

DE

Hi again i hope someone can help me with this paper.

Stiffness requirements for transverse stiffener of compression panel

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Greetings

DE

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Civil Engineering Association

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