Regarding user BENNYK, not BENNYP, iv helped this user in many posts and in return he gave me some thanks for the posts and also added me as a buddy in civilea but since last two weeks im receiving his email messages at my personal email address about his getting banned in this forum. as im not a moderator/admin/vip i cannot help except to post here...i checked his profile some days ago and i didnt find anything banned there...may be its problem with only his profile or some bug in our software. i dont know...i just want to inform you guyz about it once...so that i can reply BENNYK appropriately from my personal email after getting the situation whats going on btw admin and this user...
im not here to support this member if he is a cheater, i just want to know if the user has good reputation and if there is some genuine problem with our forum then i will continue to contact him by email otherwise i will say him good bye...
please clear this issue for me...or may be he is contacting other members too...?
here is first email
----------------------------- Dear coolestbliss,
Sorry late reply your message.
I'm not fully healthy for several days, I just visit my e-mail box & civilea today
I really shock know that I'm banned from civilea.
I try to reply answer in my thread & appear message that I'm banned / waiting activation.
I really don't know what happen.
I try to contact several moderators, only kowheng who try to answer it
He said don't know why I'm banned, maybe the protector ( Bennyp) know it.
I guess BennyP banned me, I really don't know why I'm banned ?
I just give appreciation to others members by giving reputation & thanks that all.
...
I still don't know why reputation disabled from our civilea.
I hope e-mail button not disabled too, if this happen, we can not contact other member
...
No problem you have 1 year experience, I just student.
If possible, I will discuss with you via e-mail
Thanks & success with your work
Regards
BennyK
here is 2nd email
Dear Rana,
Today I got message in my CivilEA :
Your forum account is currently banned. Ban Reason: Nagger
Ban will be lifted: Never
I can not use "new reply" button & "new thread button" since 13 Oct 2010
I ask so many time to Admin & Moderator why I'm banned, no one give me explanation what is my mistake
And they punish me with reason nagger ?
It really unfair ... Admin is from Iran, surely he is "Shia" & Indonesia is "Sunni"
I think that is the simple answer why he kick me out of civilea
I really frustrated with this unfair punishment, may Allah burn them ( syaitan conspiracy ) who did it in deepest hell forever !
...
I just need your help once.
Plz ...see at forum software problem, in my thread with title "modeling problem" plz look at michel.edwar profile ..try to contact him ... I just want to know his e-mail address
I need help from him for my class project.
I beg to you ... help me just once only, I need "michel.edwar" e-mail address
Waiting your help
Regards
BennyK
Posted by: ir_71 - 10-24-2010, 05:26 AM - Forum: EN
- Replies (1)
EN 12794:2005 Precast concrete products - Foundation piles
This document specifies the terminology, requirements, basic performance criteria, test methods and evaluation of conformity that will be applied to precast concrete foundation piles, factory produced for building and civil engineering works and installed at the site by the use of impact, vibration, pressing or other suitable techniques. This document may also be applied to products manufactured in temporary plants on site where production is controlled in accordance with the provisions of Clause 6 and is protected against adverse weather conditions as necessary.
This document applies to foundation piles produced in a plant as reinforced or prestressed concrete elements. The cross-section may be solid or provided with a hollow core, either prismatic or cylindrical. The cross-section may be constant over the full length or tapered partly or wholly along the pile or pile segment length.
This document deals with foundation piles manufactured either in one length or in segments with cast-in pile joints. The foundation piles may have an enlarged toe or a pile shoe.
This document applies to normal weight concrete as defined in EN 206-1 compacted so as to retain no appreciable amount of entrapped air other than entrained air.
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Posted by: ir_71 - 10-24-2010, 05:21 AM - Forum: EN
- No Replies
EN 15015:2007 Precast concrete products - Bridge elements
This European Standard applies to precast concrete structural elements produced in a factory and used in bridge construction, for example deck elements, abutments, elements for piers and precast arches.
Normal weight concrete elements are considered, both reinforced and prestressed; their use can be on road bridges, railway bridges and footbridges.
Deck elements include both single elements from which the deck may be composed (beams, slabs, ribbed or cellular elements) and elements consisting of a segment of the entire deck.
The elements for abutments are precast elements able to support vertical and horizontal actions applied by the deck and the earth pressure due to the filling material.
The pier elements can consist of a segment of the pier or, for small heights, the entire pier.
Some examples of elements dealt with are shown in Annex A.
The durability aspects are also considered.
This European Standard makes reference to precast elements produced in a factory or near the construction site in a place protected from adverse weather conditions. It is assumed that if the elements are not manufactured in a factory, the production conditions assure the same level of quality control as in a factory. It is assumed that the production place is protected from rain, sunshine and wind.
Some of the elements are also treated in other European Standards (e.g. beams, slabs). This European Standard deals with the specific aspects related to the use of these elements in bridge construction.
Foundation piles, barriers, bumpers, guards and box culverts are out the scope of this European Standard.
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Dear all members of CivilEA
I think we all know there are a lot of good civil engineering books available at Google-Book.
Sadly, in limited number only the books that can be fully downloaded
Many good book available but some of the important parts of the book blocked / can not be displayed.
I need suggestion / hint / tricks to remove that blocks so that I can fully download all parts of the book in Google-Book
Thanks
Paladin
Posted by: ir_71 - 10-24-2010, 05:14 AM - Forum: EN
- Replies (1)
EN 14992:2007 Precast concrete products - Wall elements
This European Standard applies to prefabricated walls, made of normal weight or lightweight concrete with dense structure. They may have external wall functions (see 3.11) or not, have facing functions (see 3.12) or not or have a combination of these functions.
External wall functions could be:
п‚ѕ thermal insulation (see 3.11.1);
п‚ѕ sound insulation (see 3.11.2);
п‚ѕ hygrometric control (see 3.11.3);
or a combination of these.
They may be plain, reinforced or prestressed. They may be loadbearing or not.
These include:
п‚ѕ solid walls;
п‚ѕ composite walls;
п‚ѕ sandwich walls;
п‚ѕ lightened walls;
п‚ѕ claddings.
The wall element may also work as a column or beam.
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Dear Admin and Moderators,
I'd like to suggest to start a new section about "Civil Software Bug".
As far that I know, our forum reveal bug of CSI ETABS v9.7.1 ( beam column ratio problem ), bug of CSI SAP2000 v14.2 ( I forgot the bug ) & maybe others.
All such postings better if moved all together in a forum named "Civil Software Bug", this forum will be very useful & helpfull for our members.
Thanks
Paladin
Can anyone help me with the following publications:
1.specification for top running and under running single girder electric overhead cranes utilizing under running trolley hoist ,specification no. 74(Revised) by crane manufacturers association of america,charlotte,NC,2004
2.specification for top running bridge and ganty type multiple girder electric overhead trvelling cranes ,specification no. 70(Revised) by crane manufacturers association of america,charlotte,NC,2004
3.Analysis of fatigue of welded crane runway girders by Demo,D.A. and Fisher,J.W.(1976),journal of structural devision,ASCE,
BULLETIN of EARTHQUAKE ENGINEERING
by the European Association for Earthquake Engineering
All welcome to share the collection from this journal per issue based (not per article please).
Started with 1st to 3rd volumes of the journal that published in 2003 to 2005.
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Hi guys,
I dedicate this thread to share the articles published in
ISET JOURNAL OF EARTHQUAKE TECHNOLOGY.
journal link:
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I start with the edition of the journal that published in 1998 (vol 35 issue 1-3). I welcome you to share your collection from this journal per issue based (not per article please).
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I dedicate this thread to share the articles published in
JOURNAL OF EARTHQUAKE ENGINEERING.
I start with the first edition of the journal that published in 1997 (vol 1 issue 1). I welcome you to share your collection fro this journal per issue based (not per article please).
Content of vol.1 issue 1:
Surface-Wave Magnitude Calibration for European Region Earthquakes
--N. N. Ambraseys and M. W. Free
Characteristics of Lateral Spreading in Liquefied Deposits During the 1995 Hanshin-Awaji Earthquake
--Kenji Ishihara, Koji Yoshida and Mitsuru Kato
A Review of Seismic Safety Considerations in the Life Cycle of Critical Facilities
--Aybars Gürpinar
Inferences for Design, Insurance and Planning from Damage Evaluation in Past New Zealand Earthquakes
--D. J. Dowrick and D. A. Rhoades
Nonlinear Response of Soils to Horizontal and Vertical Bedrock Earthquake Motion
--Bagher Mohammadioun
Procedure and Spectra for Analysis of RC Structures Subjected to Strong Vertical Earthquake Loads
--A. S. Elnashai and A. J. Papazoglou
Displacement-Based Seismic Assessment of Reinforced Concrete Buildings
--M. J. N. Priestley
Conceptual Design of Isolation Systems for Bridge Structures
--Gian Michele Calvi and Alberto Pavese
Seismic Design and Response of Bare and Masonry-Infilled Reinforced Concrete Buildings Part I: Bare Structures
--M. N. Fardis and T. B. Panagiotakos
Response of Unreinforced Masonry Buildings
--Daniel P. Abrams
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