Blast Assessment of Load-Bearing Reinforced Concrete Shear Walls-Reference-Cited by-同舟云学术

Blast Assessment of Load-Bearing Reinforced Concrete Shear Walls

Published:2006-05 Issue:2 Volume:11 Page:112-121
ISSN:1084-0680
Container-title:Practice Periodical on Structural Design and Construction
language:en
Short-container-title:Pract. Period. Struct. Des. Constr.

Author:

Naito C. J.¹²,Wheaton K. P.¹²

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, ATLSS Research Center, Lehigh Univ., 117 ATLSS Dr., Bethlehem, PA 18015 (corresponding author).

2. Graduate Student Researcher, ATLSS Research Center, Lehigh Univ., 117 ATLSS Dr., Bethlehem, PA 18015.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Arts and Humanities (miscellaneous),Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291084-0680%282006%2911%3A2%28112%29

Reference16 articles.

1. Applied Technology Council and Building Seismic Safety Council. (1997). “NEHRP commentary on the guidelines for the seismic rehabilitation of buildings.” FEMA Publication 274 Washington D.C.

2. Baker A. L. L. and Amarakone A. M. N. (1964). “Inelastic hyperstatic frame analysis.” Proc. Int. Symp. on the Flexural Mechanics of Reinforced Concrete ASCE-ACI New York 85–142.

3. Britt J. R. Ranta D. E. and Joachim C. E. (2001). A users manual for the BlastX code Version 4.2 ERDC/GSL TR-01-2 U.S. Army Corps of Engineers Engineering Research and Development Center Geotechnical and Structures Laboratory Vicksburg Md.

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