Authors:
Silvestri, V
Professor, professor, and graduate research assistant, Civil Engineering Department, École Polytechnique, Montreal,Quebec
Soulié, M
Professor, professor, and graduate research assistant, Civil Engineering Department, École Polytechnique, Montreal,Quebec
Touchan, Z
Professor, professor, and graduate research assistant, Civil Engineering Department, École Polytechnique, Montreal,Quebec
Fay, B
Chief, Soil Mechanics Laboratories, École Polytechnique, Montreal,Quebec
Pages: 17
Published: Jan 1988
Source: STP977-EB
Paper ID: STP29084S
Committee/Subcommittee: D18.05
Code:
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State-of-the-Art Paper: Some Recent Developments in Triaxial Testing Systems for Cohesionless Soils
Author:
Tatsuoka, F
Associate professor, Institute of Industrial Science, University of Tokyo, Tokyo,
Pages: 61 Published: Jan 1988
Source: STP977-EB
Paper ID: STP29068S
Committee/Subcommittee: D18.05
Code:
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State-of-the-Art Paper: A Reevaluation of Conventional Triaxial Test Methods
Authors:
Baldi, G
Head of the Soil Mechanics Laboratory and engineer, Soil Mechanics Laboratory, ISMES, Bergamo,
Hight, DW
PrincipalVisiting Research Fellow, Geotechnical Consulting Group, LondonImperial College, London,
Thomas, GE
Head of the Soil Mechanics Laboratory and engineer, Soil Mechanics Laboratory, ISMES, Bergamo,
Pages: 45
Published: Jan 1988
Source: STP977-EB
Code:
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State-of-the-Art Paper: Triaxial Testing Methods for Soils
Authors:
Lacasse, S (Research engineer and head of laboratory, Norwegian Geotechnical Institute, Oslo),
Berre, T (Research engineer and head of laboratory, Norwegian Geotechnical Institute, Oslo)
Pages: 26
Published: Jan 1988
Source: STP977-EB
Paper ID: STP29081S
Committee/Subcommittee: D18.05
Code:
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Spreadsheet program written in MS-Excel for the purpose of seismic loading analysis for buildings and various nonbuilding structures, as well as architectural, mechanical, and electrical components per the IBC 2003 and ASCE 7-02 Codes.
Specifically, the total base seismic shear for buildings and nonbuilding structures is calculated. For Multi-Level Buildings, the vertical distribution of the total seismic shear is also determined, and a drift analysis can also be performed.. The seismic restraint force for various components is also calculated.
- Seismic base shear for single-level buildings
- Seismic base shear and vertical shear distribution for multi-level buildings
- Seismic story drift analysis for multi-level buildings
- Seismic base shear and overturning moment for vertical tanks and vessels
- Seismic base shear and overturning moment for nonbuilding structures
- Seismic force for architectural components
- Seismic force for mechanical and electrical components
- 1996 NEHRP (USGS) maps for 0.2 sec. spectral acceleration with 2% P.E.
- 1996 NEHRP (USGS) maps for 1.0 sec. spectral acceleration with 2% P.E.
Code:
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Spreadsheet program written in MS-Excel for the purpose of determining the mapped spectral acceleration values Ss and S1 to be used for seismic analysis and design in either the IBC 2000
or IBC 2003 Codes. Results may be obtained by input of location Zip Code or input of precise known location latitude and longitude angles and are based on the 1996 USGS gridded data.
Code:
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Section Properties for Builtup and Unsymmetrical Sections
Spreadsheet program written in MS-Excel for the purpose of calculating section properties.
Two methods of input data are provided, either by adding of deleting "shapes" or by defining a polygon by a series of "points". Specifically, the centroid location and total area are determined, as well as the centroidal and principal axes moments of inertia, radii of gyration, and rotation angle.
- Section properties analysis using shapes to model section
- Section properties analysis using up to 50 points to model section
- Stress analysis for symmetric and unsymmetric sections
Code:
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Preventing Earthquake Disasters
Author(s): NEES
Publisher: The National Academic Press
Date : 2003
Format : PDF
Quality : Good
Language : English
ISBN-10 : 0309090644
ISBN-13 :
Size on disk: 6 MB
NEES is envisioned as a new paradigm for earthquake engineering research. To take advantage of NEES’s unique capabilities, NSF requested the assistance of the National Research Council (NRC) in developing a long-term research agenda. The purpose of the NRC effort was both to develop a process for identifying research needs and to consult stakeholders in framing the important questions to be addressed through NEES. The long-term research agenda will guide the next generation of earthquake engineering research and shape the conduct of a program of great national and international importance.
Code:
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REINFORCING BAR DEVELOPMENT AND SPLICE LENGTHS (Per ACI 318-99 Building Code)
For Low Seismic Zone Applications
REINFORCING BAR DATA TABLES:
Code:
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* RECTANGULAR CONCRETE BEAM/SECTION ANALYSIS Per (ACI 318-99 Code)
- Flexure, Shear, Crack Control, and Inertia for Singly or Doubly Reinforced Sections
- Flexural Reinforcing for Singly or Doubly Reinforced Sections
- Ultimate Moment Capacity of Singly or Doubly Reinforced Sections
- Beam or One-Way Type Shear
- Crack Control - Distribution of Flexural Reinforcing (ACI 318-99 and ACI 318-95)
- Moment of Inertia of Singly or Doubly Reinforced Sections
- Beam Torsion and Shear
* RECTANGULAR CONCRETE BEAM/COLUMN ANALYSIS
- For X-Axis Flexure with Axial Compression or Tension Load Assuming "Short", Non-Slender Member with Symmetric Reinforcing
- For Biaxial Flexure with Axial Compression or Tension Load Assuming "Short", Non-Slender Member with Symmetric Reinforcing
* REINFORCING BAR DATA TABLES
Code:
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