Minimum Building Life-Cycle Cost Design Criteria. II: Applications

Author:

Wen Y. K.123,Kang Y. J.123

Affiliation:

1. Member, ASCE

2. Prof. of Civ. Engrg., Univ. of Illinois at Urbana-Champaign, 205 North Mathews Ave., Urbana, IL 61801.

3. Sr. Struct. Engr., NetCom Technologies, Irvine, CA; formerly, Grad. Res. Asst., Univ. of Illinois at Urbana-Champaign, Urbana, IL.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference22 articles.

1. American Institute of Steel Construction (AISC). ( 1994). Manual of steel construction—load and resistance factor design 2nd Ed. Chicago.

2. Ang A. H. S. and Leon D. ( 1997). “Development of target reliability for design and upgrading of structures.” Struct. Safety 14(1).

3. Applied Technology Council (ATC). ( 1985). “Earthquake damage evaluation data for California.” ATC-13 .

4. ASCE Standard. ( 1999). “Minimum design loads for buildings and other structures.” ANSI/ASCE 7-98 .

5. Building Construction Cost Data (BCCD) . (1998). 56th Ed.

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