Seismic capacity estimation of Steel Plate Concrete (SC) shear wall specimens by nonlinear static analyses

2014 ◽  
Vol 19 (3) ◽  
pp. 698-709 ◽  
Author(s):  
Sung Gook Cho ◽  
Woong-Ki Park ◽  
Gi-Hwan So ◽  
Seong-Tae Yi ◽  
Dookie Kim
Keyword(s):  
Steel Plate ◽  
Shear Wall ◽  
Seismic Capacity ◽  
Capacity Estimation ◽  
Nonlinear Static

Seismic evaluation of steel plate shear wall systems considering soil-structure interaction

2021 ◽  
Vol 145 ◽  
pp. 106738
Author(s):  
M. Sarcheshmehpour ◽  
M. Shabanlou ◽  
Z. Meghdadi ◽  
H.E. Estekanchi ◽  
M. Mofid
Keyword(s):  
Soil Structure ◽  
Steel Plate ◽  
Shear Wall ◽  
Soil Structure Interaction ◽  
Seismic Evaluation ◽  
Steel Plate Shear Wall ◽  
Structure Interaction

Parameter optimal investigation of modular prefabricated two-side connected buckling-restrained steel plate shear wall

Structures ◽  
2021 ◽  
Vol 29 ◽  
pp. 2028-2043
Author(s):  
Can Mei ◽  
Yongshan Zhang ◽  
Dayang Wang ◽  
Chengqing Wu ◽  
Yizhe Xu
Keyword(s):  
Steel Plate ◽  
Shear Wall ◽  
Steel Plate Shear Wall

The Use of Outrigger System in Steel Plate Shear Wall Structures

2015 ◽  
Vol 18 (6) ◽  
pp. 853-872 ◽  
Author(s):  
M. Gholipour ◽  
E. Asadi ◽  
M.M. Alinia
Keyword(s):  
Steel Plate ◽  
Shear Wall ◽  
Steel Plate Shear Wall ◽  
Wall Structures

scholarly journals Non-Linear Seismic Analysis of Steel Plate Shear Wall Subjected to Blast Loading

2020 ◽  
Vol 955 ◽  
pp. 012025
Author(s):  
Prashant Sunagar ◽  
Manish S Dharek ◽  
K Nruthya ◽  
K S Sreekeshava ◽  
B Nagashree ◽  
...  
Keyword(s):  
Steel Plate ◽  
Seismic Analysis ◽  
Blast Loading ◽  
Shear Wall ◽  
Steel Plate Shear Wall ◽  
Non Linear

Seismic capacity estimation of a reinforced concrete containment building considering bidirectional cyclic effect

2018 ◽  
Vol 22 (5) ◽  
pp. 1106-1120
Author(s):  
Zhi Zheng ◽  
Changhai Zhai ◽  
Xu Bao ◽  
Xiaolan Pan
Keyword(s):  
Reinforced Concrete ◽  
Dynamic Analysis ◽  
Geometric Mean ◽  
Pushover Analysis ◽  
Incremental Dynamic Analysis ◽  
Dissipated Energy ◽  
Seismic Capacity ◽  
Capacity Estimation ◽  
Earthquake Intensity ◽  
Static Pushover Analysis

This study serves to estimate the seismic capacity of the reinforced concrete containment building considering its bidirectional cyclic effect and variations of energy. The implementation of the capacity estimation has been performed by extending two well-known methods: nonlinear static pushover and incremental dynamic analysis. The displacement and dissipated energy demands are obtained from the static pushover analysis considering bidirectional cyclic effect. In total, 18 bidirectional earthquake intensity parameters are developed to perform the incremental dynamic analysis for the reinforced concrete containment building. Results show that the bidirectional static pushover analysis tends to decrease the capacity of the reinforced concrete containment building in comparison with unidirectional static pushover analysis. The 5% damped first-mode geometric mean spectral acceleration strongly correlates with the maximum top displacement of the containment building. The comparison of the incremental dynamic analysis and static pushover curves is employed to determine the seismic capacity of the reinforced concrete containment building. It is concluded that bidirectional static pushover and incremental dynamic analysis studies can be used in performance evaluation and capacity estimation of reinforced concrete containment buildings under bidirectional earthquake excitations.

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