Fragility Analysis of Space Reinforced Concrete Frame Structures with Structural Irregularity in Plan

Author:

Moon Do-Soo1,Lee Young-Joo2,Lee Sangmok3

Affiliation:

1. Postdoctoral Research Associate, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, Urbana, IL 61801.

2. Asistant Professor, School of Urban and Environmental Engineering, Ulsan National Institute of Science and Technology, Ulsan 44919, Republic of Korea (corresponding author).

3. Ph.D. Student, School of Urban and Environmental Engineering, Ulsan National Institute of Science and Technology, Ulsan 44919, Republic of Korea.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference31 articles.

1. Anagnostopoulos S. A. C. Alexopoulou and K. G. Stathopoulos. 2009. “An answer to a persisting controversy in earthquake resistant design of asymmetric buildings for torsion.” In Proc. ECCOMAS Thematic Conf. on Computational Methods in Structural Dynamics and Earthquake Engineering. Athens Greece: National Technical Univ. of Athens.

2. An answer to an important controversy and the need for caution when using simple models to predict inelastic earthquake response of buildings with torsion

3. The San Salvador Earthquake of October 10, 1986—Review of Building Damage

4. Statistical analysis of the compressive strength of concrete in structures;Bartlett F. M.;ACI Mater. J.,1996

5. Development of seismic vulnerability assessment methodologies over the past 30 years;Calvi G. M.;ISET J. Earthquake Technol.,2006

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