Effects of Earthquake Ground Motion Selection and Scaling Method on Performance-Based Engineering of Wood-Frame Structures-Reference-Cited by-同舟云学术

Effects of Earthquake Ground Motion Selection and Scaling Method on Performance-Based Engineering of Wood-Frame Structures

Published:2014-11 Issue:11 Volume:140 Page:04014086
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Wang Yue¹,Rosowsky David V.²

Affiliation:

1. Postdoctoral Research Associate, Dept. of Civil and Environmental Engineering, Rensselaer Polytechnic Institute, 110 8th St., Troy, NY 12180 (corresponding author).

2. Provost and Senior Vice President, Univ. of Vermont, 85 South Prospect St., Burlington, VT 05405.

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.0001016

Reference38 articles.

1. Statistical properties of peak ground accelerations recorded by the SMART 1 array;Abrahamson N.;Bull. Seismol. Soc. Am.,1988

2. Abrahamson N. A. (1998). “Non-stationary spectral matching program RSPMATCH.” PG&E Internal Rep. Univ. of California Los Angeles.

3. ASCE. (2010). Minimum design loads for buildings and other structures ASCE/SEI 7-10 Reston VA.

4. ASCE. (2006). Seismic rehabilitation of existing buildings ASCE/SEI 41-06 Reston VA.

5. Ground motion relations for eastern North America;Atkinson G.;Bull. Seismol. Soc. Am.,1995

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