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ETABS Version 9.6.0 Release Date: 2009-07-02

Significant New Features

• Automated lateral loading for Eurocode has been implemented: wind, seismic, and response-spectrum functions. response-spectrum functions.
• Automated lateral loading for the Australian code has been implemented: wind, seismic, and response-spectrum functions. and response-spectrum functions.
• Automated lateral loading for the New Zealand code has been implemented: wind, seismic, and response-spectrum functions. and response-spectrum functions.
• Composite beam design has been added for code “AISC360-05/IBC2006″, including vibration limit-state checking for floors according to AISC/CISC Design Guide 11.
• Concrete frame design has been added for Australian code AS 3600-2001, including seismic provisions. seismic provisions.

• Steel frame design has been added for “Eurocode 3-2005″, incorporating the National Annexes for Bulgaria, Slovenia, Norway, and the United Kingdom. Seismic provisions of Eurocode 8 are not included at this time.
• Concrete frame design for “Eurocode 2-2004” has been updated to include the National Annexes for Slovenia and Norway.
• Multiple enhancements have been made to concrete frame design for Indian code “IS 456-2000”. 456-2000 “.
• Multiple enhancements have been made to concrete shear-wall design for Indian code “IS 456-2000”. 456-2000 “.
• Multiple enhancements have been made to steel frame design for the “Chinese 2002” code.
• Numerous other enhancements have been made, particularly in the area of tabular output.
• CSIxRevit for ETABS has been updated to support both Revit Structure 2009 and 2010, and is available in either 32- or 64-bit versions. The mapping of section properties between ETABS and Revit Structure has been further enhanced.

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Computers & Structures, Inc. is proud to announce the release of SAP2000 V14. The innovative enhancements in this version are categorized below. This fully integrated product for the modeling, analysis and design of structures continues to be available in three levels: Basic, Plus and Advanced.

- Nonlinear and Pushover
- Dynamics
- Bridge Modeling and Design
- New Design Code Related Enhancements

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Examples for the Design of Structural Concrete with Strut-and-Tie Models (SP-208) contains selected papers presented at the 2002 ACI Fall Convention in Phoenix by members of ACI Subcommittee 445-A, Shear and Torsion: Strut-and-Tie Models. The publication’s primary purpose is to show engineers how to apply strut-and-tie modeling according to Appendix A. These papers will also give you insight into the development of Appendix A of ACI 318-02 and summarize important tests that confirm strut-and-tie modeling as a rational basis for the design of structural concrete.

“Strut-and-tie models are an excellent analysis tool for many design problems in concrete structures, and especially for discontinuity regions (D-regions),” says Karl-Heinz Reineck, editor of SP-208 and Chair of Subcommittee 445-A. “Where not properly analyzed and detailed, these regions can show damage or even result in brittle failure of the structure, as demonstrated by many cases.”

SP-208 presents examples ranging from classical D-regions to unusual design situations, including:

Deep beams (with and without openings)
Dapped-end T-beam supported by an inverted T-beam
Corbels (double and at column)
Beam with indirect support and loading
Prestressed beams
Cable-stayed bridge pier table
High wall with two openings
Pile caps

Most of the examples have been taken from practice. In addition to explaining the approach of determining a model, they point out where problems can occur in dimensioning or in detailing and anchoring of the reinforcement and how the design could be improved.

The implementation of strut-and-tie-models in ACI 318-02 is a significant step toward more consistent design of structural concrete. SP-208 expands on the rules and guidelines given in the commentary to Appendix A by showing engineers how to apply these models in a variety of situations.

Developing and disseminating information on the best use of concrete has been the mission of ACI International for nearly a century. Founded in 1904, the international technical and educational society, headquartered in Farmington Hills, Mich., has 30,000 members and 94 chapters in 30 countries. ACI offers 14 certification programs for concrete practitioners, conducts more than 200 educational seminars annually, and produces more than 400 technical documents for improving the design, construction, maintenance, and repair of concrete structures.

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Geotechnical earthquake engineering can be defined as that subspecialty within the field of geotechnical engineering which deals with the design and construction of projects in order to resist the effects of earthquakes. Geotechnical earthquake engineering requires an understanding of basic geotechnical principles as well as geology, seismology, and earthquake engineering. In a broad sense, seismology can be defined as the study of earthquakes. This would include the internal behavior of the earth and the nature of seismic waves generated by the earthquake.

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The fifth edition of Complete Building Construction contains substantially revised and expanded material to treat new developments. Some earlier material has been retained with slight modifications. Many of these changes are a result of environmental concerns, energy conservation, and increasing building and operating costs.
The book’s objective is to provide in a single volume a compendium of the best of current building design and construction practices, as well as information that is most useful to those who must decide which building materials and what construction methods to use. The emphasis is on the why of construction.

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1. Special Perforated Steel Plate Shear Walls with Reduced Beam Section Anchor Beams. I: Experimental Investigation
2. Special Perforated Steel Plate Shear Walls with Reduced Beam Section Anchor Beams. II: Analysis and Design Recommendations
3. Direct Strength Design of Cold-Formed Purlins
4. Single-Span Deep Beams Subjected to Unsymmetrical Loads
5. Unified Strength Model for Square and Circular Concrete Columns Confined by External Jacket
6. Seismic Fragility Analysis and Retrofit of Conventional Residential Wood-Frame Structures in the Central United States
7. Fully Reversed Cyclic Loading of Shear Walls Fastened with Engineered Nails
8. Intrinsic Damping: Modeling Techniques for Engineering Systems
9. Behavior of Reinforced and Posttensioned Concrete Members with a UHPFRC Overlay under Impact Loading
10. U.S. Hurricane Wind Speed Risk and Uncertainty
11. Quantitative Comparison of Optimization Approaches for the Design of Supplemental Damping in Earthquake Engineering Practice
12. Capacities of OSB-Sheathed Light-Frame Shear-Wall Panels with or without Perforations
13. Review of The History of the Theory of Structures—From Arch Analysis to Computational Mechanics by Karl-Eugen Kurrer

1. Seismic History Analysis of Asymmetric Buildings with Soil–Structure Interaction
2. Application of Energy Balance Concept in Seismic Evaluation of Structures
3. Prefabricated Steel Stair Performance under Combined Seismic and Gravity Loads
4. Yield Penetration Hinge Rotation in Reinforced Concrete Beams
5. Hysteretic Model for Reinforced Concrete Columns Including the Effect of Shear and Axial Load Failure
6. Nonlinear Modeling of Flat-Plate Systems
7. Framework for Multihazard Risk Assessment and Mitigation for Wood-Frame Residential Construction
8. Performance-Based Wind Engineering for Wood-Frame Buildings
9. Lateral Performance of Nonsymmetric Diagonal-Braced Wood Shear Walls
10. Testing and Analysis of Steel Pipes under Bending, Tension, and Internal Pressure
11. Finite-Strip Method for the Analysis of Cracked Plates with Application to Plate-Girder Bridges
12. Discussion of “Structural Monitoring and Integrity Assessment of Medieval Towers” by Alberto Carpinteri and Giuseppe Lacidogna
13. Closure to “Structural Monitoring and Integrity Assessment of Medieval Towers” by Alberto Carpinteri and Giuseppe Lacidogna