Framework for Lifecycle Cost Assessment of Steel Buildings under Seismic and Wind Hazards

Author:

Mahmoud Hussam1,Cheng Guo2

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Colorado State Univ., Fort Collins, CO 80523-1372 (corresponding author).

2. Graduate Student, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, Urbana, IL 61801.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference34 articles.

1. ABAQUS 6.11 [Computer software]. Dassault Systèmes Waltham MA.

2. AISC (American Institute of Steel Construction). (2010). “Specification for structural steel buildings.” ANSI/AISC 360-10 Chicago.

3. Ansal A. and Tonuk G. (2007). “Source and site factors in microzonation.” Chapter 4 Earthquake Geotechnical Engineering 4th Int. Conf. on Earthquake Geotechnical Engineering-Invited Lectures K. Pitilakis ed. Springer Dordrecht Netherlands.

4. ASCE. (2013). “Minimum design loads for building and other structures.” ASCE 7 Reston VA.

5. ASTM. (2015). “Standard specification for structural steel shapes.” ASTM A922 West Conshohocken PA.

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