DoD Research and Criteria for the Design of Buildings to Resist Progressive Collapse-Reference-Cited by-同舟云学术

DoD Research and Criteria for the Design of Buildings to Resist Progressive Collapse

Author:

Stevens David¹²³⁴⁵,Crowder Brian¹²³⁴⁵,Sunshine Doug¹²³⁴⁵,Marchand Kirk¹²³⁴⁵,Smilowitz Robert¹²³⁴⁵,Williamson Eric¹²³⁴⁵,Waggoner Mark¹²³⁴⁵

Affiliation:

1. Senior Principal, Protection Engineering Consultants, 4203 Gardendale, Suite C112, San Antonio, TX 78229 (corresponding author).

2. Enterprise Operations Officer, Naval Facilities Engineering Command Atlantic, 6506 Hampton Blvd., Norfolk, VA 23508.

3. Structural Engineer, Defense Threat Reduction Agency, 423 Greenhorn Dr., Canon City, CO 81212.

4. Managing Principal, Protection Engineering Consultants, 14144 Trautwein Rd., Austin, TX 78737.

5. Principal, Weidlinger Associates, Inc., 375 Hudson Street, New York, NY 10014.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

Reference32 articles.

1. American National Standards Institute (ANSI). (1982). “Minimum design loads for buildings and other structures.” ANSI A58.1 Washington DC.

2. ASCE. (2006a). “Minimum design loads for buildings and other structures.” ASCE/SEI 7-05 Reston VA.

3. ASCE. (2006b). “Seismic rehabilitation of existing buildings.” ASCE/SEI 41-06 Reston VA.

4. Progressive collapse—Symp. summary;Breen J. E.;J. Am. Concr. Inst.,1979

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