We.3.A
D05 - Seismic Response of Structure II

We.3.A.1
without Paper

Effect of uncertainties in nonlinear model parameters and damping model for nonlinear time history analysis of concrete shear wall structures subjected to high-intensity earthquakes

S. Lee1, G. Proestos1, A. Gupta1

1: North Carolina State University, Raleigh, USA

We.3.A.2
without Paper

Investigation on Effects of Fluid and Cyclic Plasticity on Seismic Analysis Results for Reactor Assembly

J.-S. Kim1, C.-J. Kim1, C. Oh2, M.-J. Jhung2

1: Sejong University , Seoul, South Korea
2: Korea Institute of Nuclear Safety, Daejon, South Korea

We.3.A.3

Seismic Analysis of Nuclear Power Plant Structures under Beyond-design Basis Earthquake Excitation

I. Moon1, D.-Y. Kim1, K. Lee2, J. Kim3, H. Kim4

1: KEPCO E&C Company, Gimcheon-si, Gyeongsangbuk-do, South Korea
2: Dankook University, Yongin-si, Gyeunggi-do, South Korea
3: Chonnam National University, Gwangju-si, South Korea
4: Econing Co., Anyang-si, South Korea

We.3.A.4

Large-Scale Shear Critical Reinforced Concrete Deep Beam Experiments Monitored with Full Field of View Digital Image Correlation Equipment

D. Palipana1, G. Proestos1

1: North Carolina State University, Raleigh, USA

We.3.A.5

Floor response spectra variance of detailed model of auxiliary building

Y. Lee1, J.-H. Kim2, H.-G. Park1

1: Seoul National University, Seoul, South Korea
2: University of Colorado Denver, CO, USA