This student version analyze structures until 50 nodes, with no limit on number of members. Also the number of load combinations has no limit. You can do analysis of 1st. Order or 2nd. Order and this software can make the steel design of the structure. You can create new sections and new materials. The Ram Advanse have loaded with a huge quantity of sections like you can see in the images. This software print with no restrictions or mentioning that you are using a student version, the print is clean, without the legend: STUDENT VERSION or USE FOR NO COMMERCIAL PURPOUSES.
Remember, this software is only for acamdemic use.
Tested on WIN XP
File Size 5.34 Mb
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Handbook on Liquefaction Remediation of Reclaimed Land
Author: Port and Harbour Institute, Ministry of Transport, Japan | Size: 52.67 MB | Format:PDF | Publisher: Waterways Experiment Station, US Army Corps of Engineers, USA | Year: 1997 | pages: 322 | ISBN: 9054106530
Loose sandy deposits sometimes change into a liquid state during earthquakes. This is called liquefaction and poses a serious problem in waterfront areas. When the sandy deposits liquefy, structures built on those deposits are seriously affected; for example, heavy structures settle and light buried structures heave. Reliable remediation with respect to liquefaction is necessary in geotechnical engineering practice. This book presents methodologies for assessment of liquefaction potential and remedial measures to mitigate liquefaction for reclaimed land. These methodologies are based on continuous research and
decades of experience in design and construction of port facilities in Japan, where liquefaction often poses a serious problem in design and construction.
Edited by: Port and Harbour Institute, Ministry of Transport, Japan
Translated by: Waterways Experiment Station, US Army Corps of Engineers, USA
Supported by: Coastal Development Institute of Technology, Japan
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please i need this paper..
1- Naaman, A. E., and Siriaksorn, A., “Reliability of Partially Prestressed
Beams at Serviceability Limit States,” PCI Journal, Nov.-Dec. 1982, pp. 66-85
PROCEEDINGS OF THE INTERNATIONAL SYMPOSIUM ON PREDICTION AND SIMULATION
METHODS FOR GEOHAZARD MITIGATION (IS-KYOTO2009), KYOTO, JAPAN, 25–27 MAY 2009
The themes of prediction and simulation methods for geohazard mitigation include:
1. Mechanisms of geohazards, namely, heavy rains, floods, typhoons, earthquakes, landslides, slope and snow slides, tsunamis, land subsidence, coastal erosion, etc.
2. Numerical and analytical simulation methods for geohazards, including conventional and advanced methods, FDM, FEM, Extended FEM, DEM, SPH and MPM.
3. Advanced constitutive modeling of geomaterials and numerical implementations and constitutive parameter determination using laboratory and field test results.
4. Thermo-hydro-mechanical instabilities, namely, large deformations, strain localization, progressive failure,liquefaction, ground water flow analysis, the rapid flow of complex geofluids such as mud flow, etc.
5. Monitoring and non-destructive investigative methods for geostructures during/after floods, earthquakes,heavy rains, etc. and design methods.
6. Evaluation of existing prediction methods, performance-based design methods aided by advanced numerical modeling, risk analysis, and the management of mitigation programs.
7. Case records of geohazards and mitigation projects.
A total of 89 papers on the above topics have been contributed from 18 countries. The members of the Organizing Committee and the International Advisory Committee reviewed 116 papers. The editors believe that all of the papers, presentations, and discussions during the symposium will open the door to new areas of research and engineering for the mitigation of geohazards.
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I'm thinking of making a science forum , so what are the steps I should follow for doing this !?
I've heard that you must pay money for this , I've also heard that you can steal the design of a website and change text .. !?
Well , after surfing the net , there are several free making websites such as yola - - But I think that this must be learnt so it must take time , not minutes !!!
This Publicly Available Specification has been developed and published by BSI, which retains its ownership and copyright, except for Annexes A and D (see Use of this document). BSI reserves the right to withdraw or amend this PAS on receipt of authoritative advice that it is appropriate to do so. This Publicly Available Specification will be reviewed at intervals not exceeding two years, and any amendments arising from the review will be published as an amendment and publicized in Update Standards. This is a full revision of the document, and introduces the following principal changes.
• All references to legislation have been updated to take account of the repeal of the Fire Precautions Act 1971 [1] and the Workplace Fire Precautions Legislation [2], and to refer to the Regulatory Reform (Fire Safety) Order 2005 [3] and to the equivalent legislation in Scotland [4–5] and Northern Ireland [6– 7].
• The technical content has been subject to minor amendment in the light of experience in the use of PAS 79.
• The guidance now recommends more detailed examination and recording of certain fire precautions and fire safety arrangements, in the light of experience and the new fire safety legislation.
• Reference is now made to the requirements of the relevant fire safety legislation in respect of dangerous substances.
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01- Uji, K., “Shear Capacity of Existing Reinforced Concrete Members by Applying Carbon Fiber Sheets” Transaction of the Japan Concrete Institute, Vol.14, pp: 2453-266. 1992.
02- Sato Y., Ueda, T., Kakuta, Y., and Tanaka, T., “Shear Reinforcing Effect of Carbon Fiber Sheet Attached to Side of Reinforced Concrete Beams”, Journal of Advanced Composite Materials in Bridges and Structures, El-Badry, M.M., (Ed), PP: 621-627, 1996.
03- Araki, N., Matsuzaki, Y., Nakano, K., Katoaka, T., Fukuyama, H., “Shear Capacity of Retrofitted RC Members with Continues Fiber Sheets, Non Metallic (FRP) Reinforcement for Concrete Structures”, Third International Symposium on non metallic (FRP) reinforcement for concrete structures, Vol. 1, 1997.
04- Khalifa, A., Alkhrdji, T., and Alnsbury, S., “Anchorage of Surface Mounted FRP Reinforcement”, Concrete Internationally, Vol.21, pp: 49-54, 1999.
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