Posted by: Sumatra - 10-29-2010, 05:01 PM - Forum: Archive
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Dear all,
For those who can access online journal entitled:
EARTHQUAKE ENGINEERING STRUCTURAL DYNAMICS
available in the following link:
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I kindly ask you to donate an issue so that we can compile it. In couple months ahead i believe we'll be able to complete the entire volumes. this compilation will be very useful for those who are dealing with earthquake engineering, either graduate student or engineer, that could not access the journal.
The Measurement of Soil Properties in the Triaxial Test
Authors: Alan Wilfred Bishop, D.J. Henkel
Hardcover: 190 pages
Publisher: Hodder Arnold; 2nd Revised edition edition (1 Jan 1976)
Language English
ISBN-10: 0713130040
ISBN-13: 978-0713130041
avast! Pro AV + INTERNET SECURITY 5.0.545 Final - Crack (Till 2024)
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Tallest Building in Balkan ( South-East Europe) is beign constructed in Kosovo.
Structure is 45 stories, cast in place reinforced concrete.
See the catalog, company web, and youtube animation of project for more informations.
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Dear Fellow CivilEAns,
I am not able to give my own load combination names in ETABS,say for example 1.4DL + 1.6 LL just as is the case with SAP2000. I have to do with the defaults say UDCON...and the rest. Is there a way out? Reading and tracing my results is getting time consuming because i always have to refer back. Any Suggestions are welcome.
Posted by: ir_71 - 10-29-2010, 04:22 AM - Forum: EN
- Replies (1)
EN 12812:2004 Falsework - Performance requirements and general design
This European Standard specifies performance requirements and limit state design methods for two design classes of falsework.
It sets out the rules that a designer has to take into account to produce a safe falsework structure.
It also provides information for the person who requires falsework to support a "permanent structure" and who needs to commission its design or supply.
This European Standard also gives information on foundations.
This European Standard does not specify requirements for formwork, although formwork may be a part of the falsework construction. Nor does it provide information on access and working scaffolds, which is given in EN 12811-1:2003.
This European Standard does not provide information about site activities. It does not provide information about the use of some standardized products, including beams conforming to EN 13377 and props conforming to EN 1065.
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Lenght Equivalent Diagonal Strut (Equivalent Masonry infilled wall) to Sap and Etabs
This spreadsheet calculate depth frame, inputs to Sap and Etabs, this as alternative method to simulate masonry infilled wall using Equivalent Diagonal Strut, only frame model.
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BS 6093:2006 Design of joints and jointing in building construction. Guide
This British Standard gives recommendations for the design of joints and the use of jointing products in building construction. Following an analysis of joint functions and of the performance of the parts to be joined, joints are classified in this standard on the basis of the movements and inaccuracies they have to accommodate. Mechanisms by which joints operate are identified and recommendations are made on the use of sealants and gaskets. Some emphasis is placed on weather resistance of joints in the external envelope of buildings.
The code does not present guidance in the form of a catalogue of proven joint designs, because the extent to which a design is appropriate to a particular use depends on circumstances specific to the building, e.g. its exposure, desired performance, durability and costs. The code therefore draws attention to matters that need consideration, in order that solutions may be developed that are appropriate.
The code does not cover:
a) rigidly connected joints (except type 1 joints, see 4.6.4.1);
b) joints within components normally made in a factory, such as those around opening lights in windows;
c) the load-bearing functions of structural joints;
d) glazing (see BS 6262);
e) joints in service pipes and ducts and their connections to appliances;
f) methods of test for joints or for jointing products.
All figures in this standard showing detailed joint designs illustrate principles in a recognizable context and are not production drawings of proven and universally applicable joints.
:JC_cheers:
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Posted by: ir_71 - 10-29-2010, 04:02 AM - Forum: EN
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EN 14843:2007 Precast concrete products - Stairs
This standard gives specifications for materials, production, properties, requirements and methods of testing for precast concrete monolithic stairs, and for precast concrete elements (e.g. individual steps) used to make reinforced and/or prestressed concrete stairs.
This standard is applicable to structural stairs for indoor or outdoor use.
This standard covers precast concrete stairs and associated landings of monolithic design or constructed from individual steps supported by beams or columns. Supporting elements may include in situ concrete.
This standard covers terminology, performance criteria, verification methods, tolerances, relevant physical properties, special test methods and specific aspects of transport, erection and connection.
Geometrical properties related to functionality of stairs are not covered by this standard and can be found in National regulations or local practice.
Precast concrete stairs are classified into two main product families :
п‚ѕ monolithic stairs constructed from precast concrete components consisting of flights, landings or a combination of these. They may include vertical supporting elements ;
п‚ѕ stairs constructed from individual steps, whether load bearing or not, assembled on site with, for example, carriages or a central column.
Their shape may be straight or winding.
Stairs may incorporate parapets (on one or both sides) and landings.
Stairs may have simple bearings (e.g. on corbels, walls or beams), bolted connections or they may be connected with reinforcement and in situ concrete.
The surfaces of the precast elements may be exposed or covered by finishes.
:JC_cheers:
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