Structural Identification and Damage Characterization of a Masonry Infill Wall in a Full-Scale Building Subjected to Internal Blast Load-Reference-Cited by-同舟云学术

Structural Identification and Damage Characterization of a Masonry Infill Wall in a Full-Scale Building Subjected to Internal Blast Load

Published:2015-01 Issue:1 Volume:141 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Kernicky Timothy P.¹,Whelan Matthew J.²,Weggel David C.³,Rice Corey D.¹

Affiliation:

1. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of North Carolina at Charlotte, 9201 University City Blvd., Charlotte, NC 28223.

2. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of North Carolina at Charlotte, 9201 University City Blvd., Charlotte, NC 28223 (corresponding author).

3. Professor, Dept. of Civil and Environmental Engineering, Univ. of North Carolina at Charlotte, Charlotte, NC 28223.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0001158

Reference47 articles.

1. Structural Identification: Opportunities and Challenges

2. ASCE. (2011). 59-11 blast protection of buildings Reston VA.

3. ASTM. (2008). “Standard test method for fundamental transverse longitudinal and torsional frequencies of concrete specimens.” C215-08 West Conshohocken PA.

4. Uncertainty quantification in model verification and validation as applied to large scale historic masonry monuments

5. Vibration-based monitoring of civil infrastructure: challenges and successes

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