This European Standard specifies the properties of aggregates and filler aggregates obtained by processing natural
or manufactured or recycled materials for use in bituminous mixtures and surface treatments for roads, airfields and
other trafficked areas. This standard does not cover the use of reclaimed bituminous mixtures.
It provides for the evaluation of conformity of the products to this European Standard.
NOTE 1 The requirements in this European Standard are based upon experience with aggregate types with an established
pattern of use. Care should be taken when considering the use of aggregates from sources with no such pattern of use, e.g.,
recycled aggregates and aggregates arising from certain industrial by-products. Such aggregates, which should comply with all
the requirements of this European Standard, could have other characteristics not included in Mandate M 125 that do not apply
to the generality of aggregates types with an established pattern of use and when required, provisions valid at the place of use
can be used to assess their suitability.
NOTE 2 Properties for lightweight aggregates are specified in prEN 13055-2.
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Author: Prof. Dr. A. Varma | Size: 6.24 MB | Format:PDF | Publisher: unknown | Year: 2003 | pages: 195 | ISBN: unknown
GENERAL INTRODUCTION
Structural design is a systematic and iterative process that involves:
1) Identification of intended use and occupancy of a structure – by owner
2) Development of architectural plans and layout – by architect
3) Identification of structural framework – by engineer
4) Estimation of structural loads depending on use and occupancy
5) Analysis of the structure to determine member and connection design forces
6) Design of structural members and connections
7) Verification of design
8) Fabrication & Erection – by steel fabricator and contractor
9) Inspection and Approval – by state building official
Ideally, the owner and the architect, the architect and the engineer, and the engineer and the
fabricator/contractor will collaborate and interact on a regular basis to conceive, develop, design,
and build the structure in an efficient manner. The primary responsibilities of all these players
are as follows:
• Owner - primary responsibility is deciding the use and occupancy, and approving the
architectural plans of the building.
• Architect - primary responsibility is ensuring that the architectural plan of the building
interior is appropriate for the intended use and the overall building is aesthetically pleasing.
• Engineer – primary responsibility is ensuring the safety and serviceability of the structure,
i.e., designing the building to carry the loads safely and ___________.
• Fabricator – primary responsibility is ensuring that the designed members and connections
are fabricated economically in the shop or field as required.
1
CE 405: Design of Steel Structures – Prof. Dr. A. Varma
• Contractor/Erector - primary responsibility is ensuring that the members and connections are
economically assembled in the field to build the structure.
• State Building Official – primary responsibility is ensuring that the built structure satisfies
the appropriate building codes accepted by the Govt.GENERAL INTRODUCTION
Structural design is a systematic and iterative process that involves:
1) Identification of intended use and occupancy of a structure – by owner
2) Development of architectural plans and layout – by architect
3) Identification of structural framework – by engineer
4) Estimation of structural loads depending on use and occupancy
5) Analysis of the structure to determine member and connection design forces
6) Design of structural members and connections
7) Verification of design
8) Fabrication & Erection – by steel fabricator and contractor
9) Inspection and Approval – by state building official
Ideally, the owner and the architect, the architect and the engineer, and the engineer and the
fabricator/contractor will collaborate and interact on a regular basis to conceive, develop, design,
and build the structure in an efficient manner. The primary responsibilities of all these players
are as follows:
• Owner - primary responsibility is deciding the use and occupancy, and approving the
architectural plans of the building.
• Architect - primary responsibility is ensuring that the architectural plan of the building
interior is appropriate for the intended use and the overall building is aesthetically pleasing.
• Engineer – primary responsibility is ensuring the safety and serviceability of the structure,
i.e., designing the building to carry the loads safely and ___________.
• Fabricator – primary responsibility is ensuring that the designed members and connections
are fabricated economically in the shop or field as required.
• Contractor/Erector - primary responsibility is ensuring that the members and connections are
economically assembled in the field to build the structure.
• State Building Official – primary responsibility is ensuring that the built structure satisfies
the appropriate building codes accepted by the Govt.
Code:
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This International Standard provides a synopsis of
those graphical symbols which are placed on
equipment or parts of equipment of any kind in
order to instruct the person(s) using the equipment
as to its operation.
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· Complete coverage of elasto-plastic modeling, presenting details of the finite element method, constitutive models, implementation and boundary value application results
· Discusses recent advances in the analysis of porous materials and pressure-dependent materials in more detail than other books currently available
Computational Methods in Elasticity and Plasticity: Solids and Porous Media presents the latest developments in the area of elastic and elasto-plastic finite element modeling of solids, porous media and pressure-dependent materials and structures. The book covers the following topics in depth: the mathematical foundations of solid mechanics, the finite element method for solids and porous media, the theory of plasticity and the finite element implementation of elasto-plastic constitutive models. The book also includes:
-A detailed coverage of elasticity for isotropic and anisotropic solids.
-A detailed treatment of nonlinear iterative methods that could be used for nonlinear elastic and elasto-plastic analyses.
-A detailed treatment of a kinematic hardening von Mises model that could be used to simulate cyclic behavior of solids.
-Discussion of recent advances in the analysis of porous media and pressure-dependent materials in more detail than other books currently available.
Computational Methods in Elasticity and Plasticity: Solids and Porous Media also contains problem sets, worked examples and a solutions manual for instructors.
Content Level » Graduate
Keywords » Computational solid mechanics - Drucker-Prager model - Elasto-plastic modeling - Elasto-plastics - Finite element analysis - Modified Cam-Clay model - Nonlinear analysis - Porous media - Sliding-Rolling Granular model - Textbook - Von Mises model
Related subjects » Mechanics - Numerical and Computational Mathematics
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Seismic Design And Evaluation Of Multistory Buildings Using Yield Point Spectra
Author: Edgar F. Black, Mark Aschheim | Size: 5.73 MB | Format:PDF | Publisher: University of Illinois at Urbana-Champaign | Year: 2000 | pages: 222
Seismic Design And Evaluation Of Multistory Buildings Using Yield Point Spectra
Constant ductility response spectra are presented for 15 recorded earthquakes ground
motions using the Yield Point Spectra (YPS) representation. Yield Point Spectra are used for
analysis and design of SDOF structures. The spectra were computed for bilinear and stiffness
degrading load-deformation models, for displacement ductilities equal to 1, 2, 4 and 8.
A methodology for the performance-based seismic design of regular multistory
buildings using Yield Point Spectra is described. The methodology is formulated to make use
of current code approaches as much as possible while allowing the design engineer to limit
the peak displacement response and, to some extent, the peak interstory drift to user-specified
values. To achieve this objective, the design methodology makes use of an equivalent SDOF
model of the building.
A method to estimate peak displacement response and interstory drift indices of
multistory buildings using YPS and establish SDOF formulations is also presented. The
method may be considered a new nonlinear static procedure (NSP). Interstory drift indices
(IDIs) are estimated using deformed shapes of the building based on the first mode shape and
combinations of the first and second mode shapes.
Code:
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1. Ward, J. K. Design of composite and non-composite cellular beams, The Steel Construction Institute,
Publication P100, 1999
2. Lawson, R. M. Design of openings in the webs of composite beams. SCI/CIRIA, publication
P068,1987
3. ENV 1993-1-1: Eurocode 3: Design of steel structures Annex N: Openings in webs (draft prepared for
project team, 1993)
4. Chung, K. F., Liu, C, H. & Ko, A. C. H. Steel beams with large web openings of various shapes and
sizes: An empirical design method using a generalised moment-shear interaction curve, Journal of
Constructional Research 59 (2003) 1177 – 1200
Posted by: freequo - 01-14-2011, 09:42 AM - Forum: Archive
- No Replies
Hello,
I was wondering if someone has these papers.
Best regards
freequo
3D elasto plastic finite element analysis of pile foundation subjected to lateral loading - Wakai A, Gose S, Ugai K (1999) - Soils and Foundations, Tokyo, 39(1), 97 - 111
Analysis of single piles under lateral loading - Meyer BJ, Reese LC, Research report no.244-1. Center for Transportation Research. Univ. Texas. 1979
Pile horizontal modulus values - Smith TD (1987)- Journal of Geotechnical Engineering 113(9).1040-1044
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