Shotcrete for Underground Support VI, Engineering Foundation Conference, Niagara-on-the-Lake, ON, May 2-6, 1993, D. Wood and D. Morgan Editors, 198 pp.
1. Modelling of lightweight sandwich shear diaphragms for dynamic analyses
Journal of Constructional Steel Research, Volume 53, Issue 1, January 2000, Pages 33-61
Gianfranco De Matteis and Raffaele Landolfo
2. Effect of lightweight cladding panels on the seismic performance of moment resisting steel frames
Engineering Structures, Volume 27, Issue 11, September 2005, Pages 1662-1676
Gianfranco De Matteis
3. Diaphragm action of sandwich panels in pin-jointed steel structures: A seismic study
De Matteis, G | Landolfo, R
Journal of Earthquake Engineering. Vol. 4, no. 3, pp. 251-275. July 2000
This European Standard specifies requirements for weldable structural steels to be used in the fabrication of fixed
offshore structures in the form of plates up to and including 150 mm thick. It also specifies sections up to 63 mm
thick except for sections delivered in the as-rolled condition which are permitted up to 25 mm thick only. Seamless
hollow sections up to and including 40 mm thick and high frequency electric resistance welded hollow sections up
to and including 20 mm thick are specified. Greater thicknesses for sections and hollow sections may be agreed,
provided the technical requirements of this European Standard are maintained.
For plates the thickness limitations are:
S355G2+N, S355G5+M, - up to and including 20 mm
S355G3+N, S355G6+M - up to and including 40 mm
S355G7+N, S355G8+N, S355G9+N, S355G10+N - up to and including 150 mm
S355G7+M, S355G8+M, S355G9+M, S355G10+M - up to and including 100 mm
S420G1+QT, S420G1+M, S420G2+QT, S420G2+M - up to and including 100 mm
S460G1+QT, S460G1+M, S460G2+QT, S460G2+M - up to and including 100 mm
The standard is applicable to steels for offshore structures, designed to operate in the offshore sector but not to
steels supplied for the fabrication of subsea pipelines, risers, process equipment, process piping, and other
utilities. It is primarily applicable to the North Sea Sector, but may also be applicable in other areas provided that
due consideration is given to local conditions e.g. temperature.
In the case of hollow sections formed from plate with the seam fusion welded, this European standard covers only
the requirements of the plate material.
Minimum yield strengths up to 460 MPa are specified together with low temperature impact properties at
temperatures down to –40 °C.
This European standard applies to material supplied ex-mill or from merchant's stock.
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Dear Admin, Protectors, Moderators & all CivilEA members
I often check and found that there problem in "Time Spent Online" in user profile.
It's often occur to me, when I was online in CivilEA around 2 or 3 hours --> "Time Spent Online" increase around 1 hour only.
Please check your timer in your user profile.
And plz tell me, is that also occur to all of you ?
Thx
Dear Admin, Protectors & Moderators
I don't know why "title of my thread being re-named" ? from "Please visit my thread containing my technical reviews / comments" become just "Member Review about "IBC 2000 & its related"
It's occur in my thread here :
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I'm really sad with this change, it's totally reduce & restricted my contribution that I will give to CivilEA.
It was begin in this thread :
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And from replies in above thread I conclude I got supports to continue my contribution.
My thread not only talk about IBC 2000, but many others, I already have plans to review some topics.
I hope name of my thread could be restored to "Please visit my thread containing my technical reviews / comments" as soon as possible.
Thx
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I'm also looking for other materials connected to plastic design of bridges (structures subjected to cyclic loading) with special emphasis on shakedown (few-cycle fatigue and progressive deformation - inadmissible accumulation of plastic deformations), any publications are welcomed.
If someone could share some documents I will highly appreciate it.
This European Standard specifies austenitic manganese cast steels for wear-resistant service. The grades
covered by this European Standard will experience maximum service life in applications where the surface of
the casting is subject to impact.
This European Standard retains the same format for clauses as EN 1559-1 and EN 1559-2. It shall be used in
conjunction with these standards. Where no text is given under a clause heading, the corresponding clause
of EN 1559-1 or EN 1559-2 applies.
The structure of this standard is as follows:
a) clauses and subclauses preceded by
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