Autodesk DirectConnect software is a product to transfer data from applications for industrial design in CAD.
The result of the transfer of data using Autodesk DirectConnect is a continuous process of design, which eliminates the need to develop, saves time and preserves the original concept designer. Autodesk DirectConnect log files allow you to add filters to the import scripts that depending on the layers and materials to filter out unwanted geometry.
To transfer data to Autodesk products for industrial design (AutoCAD and Autodesk Inventor) using a commercial version of DirectConnect is not required. However, imports in these applications requires an installed program DirectConnect.
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Wissmann, JW., Hauck, C. – Efficient elastic-plastic finite element analysis with higher order stress-point algorithms. Computers and Structures 1983;17(1):89-95
Potts, DM., Gens, A. – A critical assessment of methods of correcting for drift from the yield surface in elasto-plastic finite element analysis. Int. J. Numer. Methods Eng. 1985;9:159-169
Luccioni LX., Pestana JM, Taylor RL. – Finite element implementation of non-linear elastoplastic constitutive law using local and global explicit algorithms with automatic error control. Int. J. Numer.Methods Eng. 2001;50:1191-1212
Author: S. K. Duggal
Edition: illustrated
Publisher: Oxford University Press, 2007
ISBN: 0195688171, 9780195688177
Length: 456 pages
Pdf: 35.1 mb Pdf Quality: 7 points (over 10), scanned copy
Designed to serve as a textbook for students pursuing a B Tech or BE program in civil engineering, Earthquake-resistant Design of Structures aims to explain the different sources of damage that can be triggered by an earthquake and the conceptual method of earthquake-resistant design. The book would also be useful for postgraduate students of civil engineering, practising engineers, and architects. The various topics in the book are presented in a systematic manner to ease understanding of concepts. After an introduction to earthquakes and ground motion, the easy-to-understand textbook provides detailed chapters on structures and soil in terms of their seismic response. The need for placing importance on conceptual design is covered in detail by enumerating factors that cause damage and offering guidelines for efficient seismic-resistant design. The book emphasizes structural damage induced by vibration on timber, masonry, concrete, and steel buildings.
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Hello!
I'm looking for the following book: Shing, B.P., Tanabe, T.-A. (2001). "Modeling of Inelastic Behavior of RC Structures under Seismic Loads", 624pp.
This publication contains a collection of papers presented in the US-Japan Seminar on “Post-Peak Behavior of Reinforced Concrete Structures Subjected to Seismic Loads - Recent Advances and Challenges on Analysis and Design,” which was held in Tokyo and at Lake Yamanaka, Japan, on October 25-29, 1999.
Continuous and integral bridges: proceedings of the Henderson Colloquium "Towards Joint-Free Bridges" organized by the British Group of the International Association for Bridge and Structural Engineering, Pembroke College, Cambridge, UK 20-21 July 1993
Editors: B. Pritchard
ISBN: 978-0-419-19030-1 (hardback) 978-0-203-22341-3 (electronic)
No. of pages: 295
Publisher: Routledge, UK
Summary: This book contains the invited contributions to the 1993 Henderson Colloquium organised by the British Group of IABSE (International Association for Bridge and Structural Engineering). It provides an international review of new techniques of designing and constructing joint-free bridges - an approach which is rapidly being developed and used in many parts of the world.
Dear all, seismic paper,
1. Steven L. Kramer and Matthew W. Smith Modified Newmark Model for Seismic Displacements of Compliant Slopes,J. Geotech. and Geoenvir. Engrg. 123, 635 (1997 ); doi:10.1061/(ASCE)1090-
0241(1997)123:7(635) (10 pages)
2. Kramer, S., and Arduino,p. Constitutive modeling of cyclic mobility and implications for site response. In Proceedings of the 2nd International Conference on Earthquake Geotechnical Engineering,
Balkema, Rotterdam, The Netherlands, 1999.pp. 1029-1034.
3. Makdisi, Seed, (1978), “Simplified procedure for estimation dan and embankment earthquake-induced deformations”, Journal of the Geotechnical Engineering Division, ASCE, Vol. 104, No,
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This Standard sets out a rapid method for determining the mass per unit volume of hardened concrete consisting of regular shaped specimens with a minimum of defects. This Method is also applicable to capped specimens, provided the mass per unit volume of the cap does not differ from that of the specimen by more than 25 percent.
NOTES:
1 Because of possible variation in results, it is envisaged that the mass per unit volume of concrete should be based on the average value determined from a group of at least two representative specimens.
2 For general procedures and precautions designed to promote safety of persons and property in laboratory operations (see AS/NZS 2243.1 - list in Referenced Documents).
3 This Standard may involve hazardous materials, operations, and equipment. This Standard does not purport to address all of the safety problems associated with its use. It is the responsibility of the user of this Standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.
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This Standard sets out a method for determining the mass per unit volume of hardened concrete by a method involving weighing the specimen in a specified moisture condition and determining its volume by weighing the saturated specimen in water and also in air. This Method is applicable to either regular or irregular shaped specimens. This Method is also applicable to capped specimens, provided the mass per unit volume of the cap does not differ from that of the specimen by more than 25 percent and the cap complies with the requirements of AS 1012.9.
NOTES:
1 Care should be taken to ensure that specimens are representative of the concrete mass, particularly if irregular shaped pieces of concrete are tested. If specimens have a volume less than a 100 + 200 mm standard cylinder, the results may not be as reliable.
2 Where appropriate, surface voids should be sealed or wrapped to ensure account is taken of their effect, e.g. poor compaction.
3 For general procedures and precautions designed to promote safety of persons and property in laboratory operations (see AS/NZS 2243.1 ).
4 This standard may involve hazardous materials, operations, and equipment. This standard does not purport to address all of the safety problems associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.
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This Standard sets out a method for determining the modulus of rupture of concrete test specimens prepared in accordance with AS 1012.8.2 tested as simple beams with third-point loading.
NOTES:
1 This Standard may involve hazardous materials, operations and equipment. This Standard does not purport to address all of the safety problems associated with its use. It is the responsibility of the user of this Standard to establish appropriate safety and health practices and to determine the applicability of regulatory limitations before use.
2 Relevance of this Standard to fibre-reinforced concrete is to be further investigated. Committee BD/42 is seeking information from all interested parties.
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