Computation of Fundamental Periods for Moment Frames Using a Hand-Calculated Approach
The second method (known as Method B), specified in the 1997 Uniform Building Code Static Force Procedure, is a rational and accurate approach for finding the fundamental period of a frame. The formula used in Method B, however, is not a popular formula because it involves time-consuming computatio...
Main Author: | J. Kent Hsiao |
---|---|
Format: | Article |
Language: | English |
Published: |
Electronic Journals for Science and Engineering - International
2009-06-01
|
Series: | Electronic Journal of Structural Engineering |
Subjects: | |
Online Access: | https://ejsei.com/EJSE/article/view/114 |
Similar Items
-
Lateral instability of slender reinforced concrete columns under combined bending moment and axial force
by: 343527 Pramoth Tharasak, et al. -
Beam-Column Resistance According to Slovak Standard and Eurocodes
by: Peter Janik, et al.
Published: (2013-11-01) -
Seismic Behavior and Study of RCS Composite Frame Composed of Steel Beams and Strong Concrete Column
by: Khodabandehlo Ahmadreza, et al.
Published: (2019-12-01) -
Emulation Evaluation of Interior Beam–Column Connections in PC and RC Moment-Resisting Frames
by: Min-Su Jo, et al.
Published: (2023-10-01) -
Survey on the Role of Beam-Column Connections in the Progressive Collapse Resistance of Steel Frame Buildings
by: Panagiotis Stylianidis, et al.
Published: (2023-07-01)