A temporal–spatial hybrid dynamic algorithm strategy for inelastic earthquake response analysis of super high‐rise building structures

2021 ◽  
Author(s):  
Zheng He ◽  
Zhinan Ren ◽  
Zhe Qi ◽  
Shaojun Fu
Keyword(s):  
Earthquake Response ◽  
Response Analysis ◽  
Building Structures ◽  
Dynamic Algorithm ◽  
High Rise ◽  
High Rise Building ◽  
Earthquake Response Analysis

Earthquake Response Analysis of High-Rise Buildings

2019 ◽  
pp. 15-38
Author(s):  
Hideo Takabatake ◽  
Yukihiko Kitada ◽  
Izuru Takewaki ◽  
Akiko Kishida
Keyword(s):  
Earthquake Response ◽  
Response Analysis ◽  
High Rise ◽  
Earthquake Response Analysis

Two-Dimensional Nonlinear Earthquake Response Analysis of a Bridge-Foundation-Ground System

2008 ◽  
Vol 24 (2) ◽  
pp. 343-386 ◽  
Author(s):  
Yuyi Zhang ◽  
Joel P. Conte ◽  
Zhaohui Yang ◽  
Ahmed Elgamal ◽  
Jacobo Bielak ◽  
...  
Keyword(s):  
Lateral Spreading ◽  
Soil Liquefaction ◽  
Earthquake Response ◽  
Response Analysis ◽  
Fe Model ◽  
Two Dimensional ◽  
Foundation Soil ◽  
Soil Medium ◽  
Surface Plasticity ◽  
Earthquake Response Analysis

This paper presents a two-dimensional advanced nonlinear FE model of an actual bridge, the Humboldt Bay Middle Channel (HBMC) Bridge, and its response to seismic input motions. This computational model is developed in the new structural analysis software framework OpenSees. The foundation soil is included to incorporate soil-foundation-structure interaction effects. Realistic nonlinear constitutive models for cyclic loading are used for the structural (concrete and reinforcing steel) and soil materials. The materials in the various soil layers are modeled using multi-yield-surface plasticity models incorporating liquefaction effects. Lysmer-type absorbing/transmitting boundaries are employed to avoid spurious wave reflections along the boundaries of the computational soil domain. Both procedures and results of earthquake response analysis are presented. The simulation results indicate that the earthquake response of the bridge is significantly affected by inelastic deformations of the supporting soil medium due to lateral spreading induced by soil liquefaction.

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