Nonconventional Concrete Technologies Renewal of the Highway Infrastructure
Author: Committee on Nonconventional Concrete Technologies | Size: 5.88 MB | Format:PDF | Publisher: National Academy Press | Year: 1996 | pages: 125 | ISBN: 0-309-05687-X
This study was exciting because it challenged experts in a variety of fields to cross intellectual boundaries and think innovatively about concrete technology. The experts agreed to undertake this challenge for no reason other than their own intellectual curiosity and their desire to aid the development of new infrastructural materials and techniques. The committee is grateful for all the help it received and expresses its thanks to everyone who participated. Without the patience and support provided by many individuals and organizations, this report could never have been completed. In particular, the committee thanks Herbert A. Franklin of Bechtel Corporation. His support as technical advisor to the committee was invaluable. He provided great insight and made significant contributions to the report. Harold Jabloner of Hercules, Incorporated, and Youjiang Wang of the Georgia
Institute of Technology should also receive special thanks for their participation and insight while working with the committee. The committee is grateful for the dedication of Richard A. Livingston of the Federal Highway Administration for his vision and assistance to the committee. Jeff W. Rish of Wright Laboratories also provided valuable insight. This study relied heavily on the information collected from a range of materials-science experts at an international workshop that the committee organized. The committee is grateful to all of the participants, who provided the balance of expertise, insight, and originality needed to develop and scrutinize ideas about potentially new and innovative nonconventional concrete technologies. A complete list of workshop participants can be found in Appendix A
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Seismic Design of Steel Structures
Instructor : Prof. Michael Fardis
Course Syllabus:
Overview of the philosophy and basic requirements of the Regulations of modern seismic design of reinforced concrete buildings based forces: control of inelastic seismic response through capacity design configuration and construction of sites for plastic hinge ductility.
The basic choice between strength and ductility for seismic design.
Home building earthquake-resistant design of reinforced concrete buildings: characteristics favorable or unfavorable to framework and structural morphology, wall or joint undertaking seismic structural systems operations.
Education system for seismic building foundation.
Examples of seismic buildings adverse structural morphology.
Mechanical behavior of concrete reinforcing bars u their interaction under cyclic tension.
Profiles, members and nodes of reinforced concrete under cyclic flexural or shear stress: experimental results and modeling behavior.
Development Ms. justification Eurocode 8 rules for the construction of reinforced concrete forming for ductility.
Outline and justification rules Eurocode 8 for the analysis - linear or nonlinear - the seismic response of reinforced concrete buildings, as part of the design.
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Does someone have the original copy of "Mechanics of Materials by James Gere - 6th edition"? Could i request for it. I bought the hard copy of "mechanics of materials by gere & timoshenko 4th edition". I wanna compare the 6th edition and 4th edition difference.
Thanks in advance.
API RP 2L Recommended Practice for Planning, Designing, and Constructing Heliports for Fixed Offshore Platforms
Author: American Petroleum Institute | Size: 1.14 MB | Format:PDF | Publisher: American Petroleum Institute | Year: 1996 | pages: 20
This recommended practice provides a guide for planning, designing, and constructing heliports for fixed offshore platforms. It includes operational consideration guidelines, design load criteria, heliport size, marking recommendations, and other heliport design recommendations.
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This European Standard gives guidelines for operational aspects relevant to structural safety of storage
systems. Such systems operate with heavy mechanical handling equipment working in close proximity to
static storage equipment. This European Standard minimizes the risk and consequences of unsafe operation
or damage to the structure. Some other forms of storage equipment are only partially covered and further
consideration, beyond the scope of this European Standard, can be required.
This European Standard gives guidance in conjunction with prEN 15512, EN 15620, and EN 15629 to ensure
that the specifier, user and designer are aware of the constraints in each other’s area to allow a safe design to
be produced.
This European Standard specifically excludes storage equipment manufactured form materials other than
steel (except for certain accessories) and equipment intended to be used for domestic storage purposes
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This European Standard supplies guidelines for the technical specification to allow the design of racking and shelving in its various forms such as adjustable pallet racking (APR), crane serviced racking, drive-in racking (DIR), cantilever racking and shelving systems, including their various forms of construction, using manually operated and controlled mechanical handling systems. Some other forms of storage equipments are only partially covered and further consideration, beyond the scope of this document, may be required.
This European Standard gives guidance for the specifier of storage systems to coordinate suppliers of all equipment including individual responsibilities.
This European Standard does not cover storage equipments manufactured from materials other than steel (except for certain accessories) and equipment intended to be used for domestic storage purposes.
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This European Standard specifies tolerances, deformations and clearances that pertain to the production, assembly and erection of pallet racking including the interaction with floors. These tolerances, deformations and clearances are important in relation to the functional requirements and ensuring the proper interaction of the handling equipment used by personnel, trained and qualified as competent, in association with the specific type of racking system. The interaction conditions are also important in determining the reliability of the storage system to ensure that the chance of an industrial truck impact, pallet impact or a system breakdown is acceptably low. The design safety philosophy given in prEN 15512 is based upon compliance with this standard.
This European Standard gives guidance for a variety of issues including operating clearances, manufacturing, assembly and erection tolerance limitations, as well as deflection or strain deformation limitations under loads. This European Standard is limited to single deep adjustable beam pallet racking operated with industrial trucks or stacker cranes. Drive-in, double deep and satellite systems will be considered for inclusion in the document in the future. This European Standard specifically excludes the tolerances and deformation of the trucks and stacker cranes. It is the responsibility of the truck or stacker crane supplier and the client or user to ensure that the tolerances, deformations and clearances, as quoted in this European Standard for the racking systems, are acceptable for the safe operation of the overall system.
This European Standard gives guidance to be used in conjunction with the latest information from the truck and stacker crane suppliers regarding turning radii, tolerances and deformations of the truck and stacker cranes.
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This European Standard specifies the structural design requirements applicable to all types of adjustable beam pallet rack systems fabricated from steel members intended for the storage of unit loads and subject to predominantly static loads. Both un-braced and braced systems are included.
This European Standard gives guidelines for the design of clad rack buildings where requirements are not covered in EN 1993. The requirements of this European Standard also apply to ancillary structures, where rack components are employed as the main structural members. This European Standard does not cover other generic types of storage structures. Specifically, this European
Standard does not apply to mobile storage systems, drive-in, drive-through and cantilever racks or static steel shelving systems, nor does this European Standard establish specific design rules for the assessment of racking in seismic areas.
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This program can analyze all types of 3D continous or solid body problems with all degree of freedom using Finite Element Method with choice 20-Node Isoparametric element under any kind of concentrated nodal loadings (Fx, Fy, Fz) and submit values of nodal displacements and element stresses as MATLAB output.
Finally, to test this program, different Examples are given which in these examples program outputs compared with the results from ABAQUS or ANSYS software. Similarity of results shows that this program works without any deficiencies as well as these two softwares.
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This program can analyze all types of plane stress and plane strain problems with all degree of freedom using Finite Element Method with choice 4-Node Isoparametric element under any kind of concentrated nodal loadings (Fx, Fy) and submit values of nodal displacements, element and nodal stresses as MATLAB output.
to test this program, different Examples are given which in these examples program outputs compared with the results from ABAQUS or ANSYS software. Similarity of results shows that this program works without any deficiencies as well as these two softwares.
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This program is able to analyze all types of plane stress and plane strain problems with all degree of freedom using Finite Element Method (with choice “CST”-Constant Strain Triangle element) under any kind of concentrated nodal loadings (Fx, Fy) and submit values of nodal displacements, element stresses and strains and elements principal stress as MATLAB output.
to test the program we compare results of two examples with commercial programs.
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This program can analyze all types of 2D trusses with all degree of freedom using stiffness method (matrix analysis) under any kind of concentrated nodal loadings (Fx , Fy) and submit values of reactions, nodal displacements, axial forces and element stresses and strains as MATLAB output. to test the program we compare results of two examples with commercial programs.
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This program is able to analyze all types of 2D frames with all degree of freedom using stiffness method under any kind of concentrated nodal loadings (Fx, Fy, Mz) and submit values of supportive reactions, nodal displacements, element forces as MATLAB output.
Finally, to test this program, different examples are given which in these examples program outputs compared with the results from commercial softwares.
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