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ANSI/AISC 341-05 Seismic Provisions for Structural Steel Buildings Including Supplement No. 1

Size: 5.12 MB | Format: PDF | Publisher: ANSI/AISC | Year: 2005 | pages: 334

The Seismic Provisions for Structural Steel Buildings, hereinafter referred to as these Provisions, shall govern the design, fabrication and erection of structural steel members and connections in the seismic load resisting systems (SLRS) and splices in columns that are not part of the SLRS, in buildings and other structures, where other structures are defined as those structures designed, fabricated and erected in a manner similar to buildings, with building-like vertical and lateral load-resisting-elements. These Provisions shall apply when the seismic response modification coefficient, R, (as specified in the applicable building code) is taken greater than 3, regardless of the seismic design category. When the seismic response modification coefficient, R, is taken as 3 or less, the structure is not required to satisfy these Provisions, unless specifically required by the applicable building code. These Provisions shall be applied in conjunc tion with the AISC Specification for Structural Steel Buildings, hereinafter referred to as the Specification. Members and connections of the SLRS shall satisfy the requirements of the applicable building code, the Specification, and these Provisions. Wherever these provisions refer to the applicable building code and there is no local building code, the loads, load combinations, system limitations and general design requirements shall be those in SEI/ASCE 7.
User Note: The applicable building code generally restricts buildings designed with an R factor of 3 or less to seismic design categories (SDC) A, B or C; however, some systems such as cantilever columns that have R factors less than 3 are permitted in SDC D and above and these Provisions apply. See the applicable building code for specific system limitations. Part I includes a Glossary that is specifically applicable to this Part, and Appendices P, Q, R, S, T, W and X.

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Seismic Provisions for Structural Steel Buildings (ANSI/AISC 341-10), Second Printing + Revision and Errata List (January 10, 2012)

This ANSI-approved specification is a companion to the Specification for Structural Steel Buildings (ANSI/AISC 360-10) that extends coverage to the connection detailing and member design requirements for structural steel and composite systems in high-seismic applications. The 2010 edition of the AISC Seismic Provisions and Commentary supersedes and is an update of the 2005 edition. A number of major changes were made in this edition, and a cross reference list following the table of contents provides a reference to the corresponding section of the 2005 Seismic Provisions. Both LRFD and ASD methods of design are incorporated. Dual-units format provides for both U.S. customary and S.I. units.

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This is free publication from AISC
Follow this link

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Dear All,,
The above links are dead. Please upload.
Regards
Thanks in advance.

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AISC Seismic Provisions 1997 + Supplements (Nº1-1999 & Nº2-2000)

This AISC Seismic Provisions for Structural Steel Buildings is a separate document that addresses one such topic: the design and construction of structural steel and composite structural steel/reinforced concrete building systems in seismic regions.

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Direct download from Dropbox.

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ANSI/AISC 341-02: Seismic Provisions for Structural Steel Buildings, including Supplements No. 1 and 2

The AISC Seismic Provisions for Structural Steel Buildings, dated 2002, is a full revision of the 1997 version of this document, including Supplements Number 1 (dated February 15, 1999) and 2 (dated November 10, 2000).

This American National Standard, developed by the AISC Task Committee 9 on Seismic Design and approved by the AISC Committee on Specifications, is the most current specification in the United States addressing the design and construction of structural steel and composite structural steel/reinforced concrete building systems for seismic demands. In addition to the inclusion of the recent Supplements No. 1 and 2, revisions resulting from new information generated by the FEMA/SAC project and other sources are incorporated. One major change is related to the referencing of ASCE 7-02, Minimum Design Loads for Buildings and Other Structures, which allows the 2002 Seismic Provisions to be incorporated by reference into both the 2002 NFPA 5000 and the 2003 International Building Code. Both codes use ASCE 7-02 as their basis for design loading. Additional specific changes included in the 2002 Seismic Provisions include the following:

- A clarification to the glossary to verify that chord and collector/drag elements in floor diaphragms are considered to be part of the Seismic Load Resisting System.
- Additional requirements for the toughness of filler metals to be used in complete-joint-penetration groove welds in Intermediate and Special Moment Frame systems.
- A revision to clarify member slenderness ratio requirements and better coordinate with the LRFD provisions.
- Increasing the Moment Frame column splice requirements to reflect the FEMA/SAC recommendations.
- Requiring that splices of columns that are not part of the Moment Frames develop a minimum shear force.
- Clarifying Column Base design demands for various systems.
- Adding a section on the use of H-pile members.
- Clarifying lateral bracing requirements of Moment Frame beams, including the provision of a required stiffness to be consistent with Section 3 of LRFD.
- Increasing SMF web Connection design requirements to be consistent with the FEMA/SAC recommendations.
- Adding a new appendix (Appendix P) that defines procedures to be used in the pre-qualification of moment Connections.
- Incorporating FEMA/SAC recommendations for weld access holes in OMF systems.
- Incorporating FEMA/SAC recommendations for the removal of weld backing and run-off tabs in OMF systems, including grinding surfaces to adequate smoothness.

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The Seismic Provisions are a companion to the Specification for Structural Steel Buildings that extends coverage to the connection detailing and member design requirements for structural steel and composite systems in high-seismic applications. The 2016 edition of the AISC Seismic Provisions and Commentary supersedes and is an update of the 2010 edition. Both LRFD and ASD methods of design are incorporated. Dual-units format provides for both U.S. customary and S.I. units.

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please re-upload AISC seismic provisions 1997, many thanks

AISC 341-22 (Public Review Draft): Seismic Provisions 7 for Structural Steel Buildings

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