Multiobjective Optimization of Building Seismic Design for Resilience

Author:

Joyner Matthew D.1,Puentes Bella2ORCID,Gardner Casey3ORCID,Steinberg Stevie4ORCID,Sasani Mehrdad5

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Northeastern Univ., Boston, MA 02115.

2. Mechanical Engineer, Space Systems, Raytheon Intelligence & Space, 1100 Wilson Blvd., Arlington, VA 22209; formerly, Undergraduate Student, Dept. of Engineering, Harvey Mudd College, Claremont, CA 91711. ORCID: .

3. Graduate Student, Dept. of Structural Engineering, Univ. of California, San Diego, CA 92093; formerly, Undergraduate Student, Dept. of Engineering, Harvey Mudd College, Claremont, CA 91711. ORCID: .

4. Undergraduate Student, Dept. of Engineering, Harvey Mudd College, Claremont, CA 91711. ORCID: .

5. Professor, Dept. of Civil and Environmental Engineering, Northeastern Univ., Boston, MA 02115 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference56 articles.

1. On the use of filters to facilitate the post-optimal analysis of the Pareto solutions in multi-objective optimization

2. Araya-Letelier G. and E. Miranda. 2012. “Novel sliding/frictional connections for improved seismic performance of gypsum wallboard partitions.” In Proc. 15th World Conf. on Earthquake Engineering 24–28. Tokyo: International Association for Earthquake Engineering.

3. Development and Testing of a Friction/Sliding Connection to Improve the Seismic Performance of Gypsum Partition Walls

4. A seismic optimization procedure for reinforced concrete framed buildings based on eigenfrequency optimization

5. Benjamin, J. R. 1959. Statically indeterminate structures. New York: McGraw-Hill.

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