Use of Wavelet-Based Damage-Sensitive Features for Structural Damage Diagnosis Using Strong Motion Data-Reference-Cited by-同舟云学术

Use of Wavelet-Based Damage-Sensitive Features for Structural Damage Diagnosis Using Strong Motion Data

Author:

Young Noh Hae¹²³⁴,Krishnan Nair K.¹²³⁴,Lignos Dimitrios G.¹²³⁴,Kiremidjian Anne S.¹²³⁴

Affiliation:

1. Postdoctoral Scholar, Dept. of Civil and Environmental Engineering, Stanford Univ., Stanford, CA 94305 (corresponding author).

2. Senior Financial Modeler, Risk Management Solutions, 7015 Gateway Blvd., Newark, CA 94560-1011.

3. Assistant Professor, Dept. of Civil Engineering and Applied Mechanics, McGill Univ., Montreal, QC H3A2K6, Canada.

4. Professor, Dept. of Civil and Environmental Engineering, Stanford Univ., Stanford, CA 94305.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

Reference47 articles.

1. AISC. (2005). Seismic provisions for structural steel buildings including supplement no. 1 Chicago.

2. Applied Technology Council (ATC). (2005). “Improvement of nonlinear static seismic analysis procedures.” Rep. No. FEMA-440 FEMA Washington DC.

3. ASCE. (2000). “Prestandard and commentary on the seismic rehabilitation of buildings.” Rep. No. FEMA 356 FEMA Washington DC.

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