Spectral Design of Signal-Adapted Tight Frames on Graphs

2018 ◽  
pp. 177-206 ◽  
Author(s):  
Hamid Behjat ◽  
Dimitri Van De Ville
Keyword(s):  
Tight Frames ◽  
Spectral Design

scholarly journals Steiner equiangular tight frames

2012 ◽  
Vol 436 (5) ◽  
pp. 1014-1027 ◽  
Author(s):  
Matthew Fickus ◽  
Dustin G. Mixon ◽  
Janet C. Tremain
Keyword(s):  
Tight Frames ◽  
Equiangular Tight Frames

Equiangular tight frames

2009 ◽  
Vol 157 (6) ◽  
pp. 789-815 ◽  
Author(s):  
V. N. Malozemov ◽  
A. B. Pevnyi
Keyword(s):  
Tight Frames ◽  
Equiangular Tight Frames

Quasi-symmetric designs and equiangular tight frames

2015 ◽  
Author(s):  
Matthew Fickus ◽  
John Jasper ◽  
Dustin Mixon ◽  
Jesse Peterson
Keyword(s):  
Tight Frames ◽  
Symmetric Designs ◽  
Equiangular Tight Frames

scholarly journals Random Tight Frames

2011 ◽  
Vol 18 (1) ◽  
pp. 1-20 ◽  
Author(s):  
M. Ehler
Keyword(s):  
Tight Frames

scholarly journals Tight Frames and Their Symmetries

2004 ◽  
Author(s):  
Richard Vale ◽  
Shayne Waldron
Keyword(s):  
Tight Frames

scholarly journals Assessment on earthquake resistance spectral design load criteria for buildings and infrastructures in Indonesia

2021 ◽  
Vol 331 ◽  
pp. 07009
Author(s):  
I Wayan Sengara ◽  
Fahmi Aldiamar
Keyword(s):  
Seismic Hazard ◽  
Risk Reduction ◽  
Disaster Risk Reduction ◽  
Disaster Risk ◽  
Earthquake Resistance ◽  
Hazard Maps ◽  
Seismic Codes ◽  
Seismic Hazard Maps ◽  
Design Load ◽  
Spectral Design

General assessment on earthquake resistance spectral design load criteria for buildings and infrastructures associated with the recent development of Indonesian seismic hazard maps is presented in this paper. The assessment is directed toward general identification of their associated risks for input to policy formulation of disaster risk reduction management plans or strategies. Indonesian seismic hazard maps haveevolved for the last three decades. This is originated from an early development map before 2002, where a seismic hazard map particularly for buildings (1983) was developed adopting the early process of probabilisticseismic hazard analysis (PSHA) for 200 years return period (RP). Further, a 2002 version seismic hazard maphas been developed in the form of peak ground acceleration (PGA) for 500 years RP. Spectral design criteriafor buildings and bridges have been later developed by updating PSHA involving new seismic source zones, ground-motion predictive equations, and various earthquake RP, accommodating seismic codes for buildings(2500 years RP), for bridges (1000 years RP) and dams involving various RP up to 10,000 years RP correspond to its design level. The spectral accelerations also have included PGA, short (0.2s) period, and 1-s period. The latest update hazard maps (2017) have been developed and adopted for seismic codes for buildings, bridges, dams, and other related infrastructures. The increase in spectral design load criteria is identified to assess the general risk of existing constructions, considering the results of several recent building damage surveys. Adoption of new seismic codes based on the most recent hazard maps along with its enforcement is expected to contribute to seismic disaster risk reduction in Indonesia.

Spectral design of weighted median Filters:A general iterative approach

2005 ◽  
Vol 53 (3) ◽  
pp. 1045-1056 ◽  
Author(s):  
S. Hoyos ◽  
J. Bacca ◽  
G.R. Arce
Keyword(s):  
Iterative Approach ◽  
Weighted Median ◽  
Spectral Design
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