Role of yield mechanism selection on seismic behavior of steel moment frames designed by performance-based plastic method

Subhash C. Goel; Sachi Furukawa

doi:10.1061/41031(341)150

Role of yield mechanism selection on seismic behavior of steel moment frames designed by performance-based plastic method

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution

Abstract

This paper focuses on the role that a selected yield mechanism plays on seismic design and response of structures. A parametric study was carried out by selecting different mechanism types for design of an example steel moment frame. The results of inelastic dynamic response analyses are presented and discussed. It is concluded that complete sway mechanism of the frame with strong, non-yielding columns appears to be most efficient in terms of required design base shear for a given target story drift.

Original language	English
Title of host publication	Proceedings of the 2009 Structures Congress - Don't Mess with Structural Engineers
Subtitle of host publication	Expanding Our Role
Pages	1374-1382
Number of pages	9
DOIs	https://doi.org/10.1061/41031(341)150
Publication status	Published - 2009 Sep 14
Externally published	Yes
Event	2009 Structures Congress - Don't Mess with Structural Engineers: Expanding Our Role - Austin, TX, United States Duration: 2009 Apr 30 → 2009 May 2

Other

Other	2009 Structures Congress - Don't Mess with Structural Engineers: Expanding Our Role
Country	United States
City	Austin, TX
Period	09/4/30 → 09/5/2

ASJC Scopus subject areas

Civil and Structural Engineering
Building and Construction

Access to Document

10.1061/41031(341)150

Fingerprint Dive into the research topics of 'Role of yield mechanism selection on seismic behavior of steel moment frames designed by performance-based plastic method'. Together they form a unique fingerprint.

Cite this

Role of yield mechanism selection on seismic behavior of steel moment frames designed by performance-based plastic method. / Goel, Subhash C.; Furukawa, Sachi.

Proceedings of the 2009 Structures Congress - Don't Mess with Structural Engineers: Expanding Our Role. 2009. p. 1374-1382.

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution

Goel, SC & Furukawa, S 2009, Role of yield mechanism selection on seismic behavior of steel moment frames designed by performance-based plastic method. in Proceedings of the 2009 Structures Congress - Don't Mess with Structural Engineers: Expanding Our Role. pp. 1374-1382, 2009 Structures Congress - Don't Mess with Structural Engineers: Expanding Our Role, Austin, TX, United States, 09/4/30. https://doi.org/10.1061/41031(341)150

@inproceedings{70d92b692bda46df8d69bb81978ac75f,

title = "Role of yield mechanism selection on seismic behavior of steel moment frames designed by performance-based plastic method",

abstract = "This paper focuses on the role that a selected yield mechanism plays on seismic design and response of structures. A parametric study was carried out by selecting different mechanism types for design of an example steel moment frame. The results of inelastic dynamic response analyses are presented and discussed. It is concluded that complete sway mechanism of the frame with strong, non-yielding columns appears to be most efficient in terms of required design base shear for a given target story drift.",

author = "Goel, {Subhash C.} and Sachi Furukawa",

year = "2009",

month = sep,

day = "14",

doi = "10.1061/41031(341)150",

language = "English",

isbn = "9780784410318",

pages = "1374--1382",

booktitle = "Proceedings of the 2009 Structures Congress - Don't Mess with Structural Engineers",

note = "2009 Structures Congress - Don't Mess with Structural Engineers: Expanding Our Role ; Conference date: 30-04-2009 Through 02-05-2009",

}

TY - GEN

T1 - Role of yield mechanism selection on seismic behavior of steel moment frames designed by performance-based plastic method

AU - Goel, Subhash C.

AU - Furukawa, Sachi

PY - 2009/9/14

Y1 - 2009/9/14

N2 - This paper focuses on the role that a selected yield mechanism plays on seismic design and response of structures. A parametric study was carried out by selecting different mechanism types for design of an example steel moment frame. The results of inelastic dynamic response analyses are presented and discussed. It is concluded that complete sway mechanism of the frame with strong, non-yielding columns appears to be most efficient in terms of required design base shear for a given target story drift.

AB - This paper focuses on the role that a selected yield mechanism plays on seismic design and response of structures. A parametric study was carried out by selecting different mechanism types for design of an example steel moment frame. The results of inelastic dynamic response analyses are presented and discussed. It is concluded that complete sway mechanism of the frame with strong, non-yielding columns appears to be most efficient in terms of required design base shear for a given target story drift.

UR - http://www.scopus.com/inward/record.url?scp=69949131751&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=69949131751&partnerID=8YFLogxK

U2 - 10.1061/41031(341)150

DO - 10.1061/41031(341)150

M3 - Conference contribution

AN - SCOPUS:69949131751

SN - 9780784410318

SP - 1374

EP - 1382

BT - Proceedings of the 2009 Structures Congress - Don't Mess with Structural Engineers

T2 - 2009 Structures Congress - Don't Mess with Structural Engineers: Expanding Our Role

Y2 - 30 April 2009 through 2 May 2009

ER -