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  GROUND ANCHORS AND ANCHORED SYSTEMS
Posted by: fabske - 10-14-2010, 08:06 PM - Forum: Foundation & Geotechnics in general - Replies (4)

I do not know if this book exists on this forum. It is may best choice for anchors.

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  DIN 19700
Posted by: ziggywas1 - 10-14-2010, 07:50 PM - Forum: Archive - Replies (1)

DIN 19700 part 14 was shared here:

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Is it possible for someone to share the rest, missing parts:
DIN 19700-10
DIN 19700-11
DIN 19700-12
DIN 19700-13
DIN 19700-15

Thnx

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  New standards fot testing SCC
Posted by: ir_71 - 10-14-2010, 05:24 PM - Forum: Archive - Replies (2)

Dear friend and colleagues,
Four new European standards for testing self compacting concrete mixtures were introduced two months ago:
EN 12350-9:2010 - "Testing fresh concrete. Self-compacting concrete. V-funnel test";
EN 12350-10:2010 - "Testing fresh concrete. Self-compacting concrete. L box test";
EN 12350-11:2010 - "Testing fresh concrete. Self-compacting concrete. Sieve segregation test";
EN 12350-12:2010 - "Testing fresh concrete. Self-compacting concrete. J-ring test".
Earlier this year the technical specification EN 206-9:2010 "Concrete. Additional rules for self-compacting concrete (SCC)" was issued.
If some of you has any of this standards, please share it.
Thanks in advance!
IR

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  Fabig Technical Note
Posted by: kasiphonk - 10-14-2010, 05:04 PM - Forum: Archive - No Replies

Anyone have the Fabig (Fire and Blast Information Group) Technical Note as shown below.

Could you help to kindly share with me?

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TN 11 Fire Loading and Structural Response
TN 10 An Advanced SDOF Model for Steel Members Subject to Explosion Loading: Material Rate Sensitivity
TN 9 Human Factors Guide
TN 8 Protection of Piping Systems subject to Fires and Explosions
TN 7 Simplified Methods for Analysis of Response to Dynamic Loading
TN 6 Design Guide for Steel at Elevated Temperatures and High Strain Rates
TN 5 Design Guide for Stainless Steel Blast Walls
TN 4 Explosion Resistant Design of Offshore Structures
TN 3 Use of Ultimate Strength Techniques for Fire Resistant Design of Offshore Structures
TN 2 Explosion Mitigation Systems
TN 1 Fire Resistant Design of Offshore Topside Structures

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  NYDOT: STATIC PILE LOAD TEST MANUAL
Posted by: tuanpecc1 - 10-14-2010, 04:56 PM - Forum: Foundation & Geotechnics in general - No Replies

STATIC PILE LOAD TEST MANUAL

[Image: 78200216498198683517.png]


[Image: info.png]
Published by NEW YORK STATE DEPARTMENT OF TRANSPORTATION
Date: APRIL 2007
Pages: 55


[Image: Download.png]

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[Image: password.png]

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  Which software for masonry
Posted by: spy1551 - 10-14-2010, 02:38 PM - Forum: Free Discussion - Replies (4)

Could you please suggest me a software for masonry building analysis.
It would preferable to have the Eurocode6.
I know the Italian 3muri.
Does anyone use it or use something else ;

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  Partial prestressing, from theory to practice, Volume 1 By M. Z. Cohn
Posted by: aslam - 10-14-2010, 02:13 PM - Forum: Archive - No Replies

Partial prestressing, from theory to practice, Volume 1
By M. Z. Cohn,
North Atlantic Treaty Organization. Scientific Affairs Division

GOOGLE BOOK LINK

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  Please do me a favour to find a paper
Posted by: alexander2010 - 10-14-2010, 12:30 PM - Forum: Archive - No Replies

Hi All

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


Method for Random Vibration of Hysteretic Systems

by Yi-Kwei Wen, M.ASCE, Journal of the Engineering Mechanics Division, Vol. 102, No. 2, March/April 1976, pp. 249-263

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  Reinforced concrete chimneys and towers
Posted by: trustmeasfrnd - 10-14-2010, 09:16 AM - Forum: Concrete - Replies (3)

here is the link i have uploaded it in 4shared.

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Regards
Trusty

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  Time history function not working with moving load cases?
Posted by: Coaster - 10-14-2010, 12:35 AM - Forum: Archive Problem - Replies (2)

Hi,

I have created a linear direct integration time history load case, which contains a bridge live load pattern. This load pattern has a time history function associated.

The problem is that when I change the time history function, all the results stay the same...Even if I create a null time history function (all zeros throughout the time), I still get stresses and deformations in the structure, suggesting that the time history function is actually doing nothing!

Am I doing something wrong? Is this a bug? I've seen that time history functions work with static load cases...Can't it work with moving load cases?

Any help will be mostly appreciated!

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