Incremental dynamic analysis of seismic collapse of super-tall building structures

2017 ◽  
Vol 26 (16) ◽  
pp. e1370 ◽  
Author(s):  
Tiancan Huang ◽  
Xiaodan Ren ◽  
Jie Li
Keyword(s):  
Dynamic Analysis ◽  
Incremental Dynamic Analysis ◽  
Tall Building ◽  
Building Structures ◽  
Seismic Collapse

Comparative Analysis of Seismic Responses of Different Layer Height Structures with Broken Stone Isolation Layers

2012 ◽  
Vol 238 ◽  
pp. 876-880
Author(s):  
Xin Zhong Zhang ◽  
Lian Juan Miao ◽  
Ke Dong Tang
Keyword(s):  
Comparative Analysis ◽  
Dynamic Analysis ◽  
Vibration Isolation ◽  
Tall Building ◽  
Ground Movement ◽  
Building Structures ◽  
Layer Height ◽  
Multistory Buildings ◽  
Isolation Layer ◽  
Multistory Building

For the purpose of doing modal and dynamic analysis, tall building structures and multistory building For the purpose of doing modal and dynamic analysis, tall building structures and multistory building structures of vibration isolation foundation and non-isolation models were established respectively. To elaborate the broken stone isolating layer efficacy, top ten order frequencies and modes, sliding displacements of isolation layer, storey drift angles, storey accelerations, top floor relative displacements compared to the ground movement are obtained and contrasted. The result of the present work implies that the broken stone isolation layers are suitable for multistory buildings.

Seismic collapse assessment of double-layer barrel vault roofs with double-layer vertical walls

2019 ◽  
Vol 22 (13) ◽  
pp. 2837-2852
Author(s):  
Mohammad Kheirollahi ◽  
Karim Abedi ◽  
Mohammad Reza Chenaghlou
Keyword(s):  
Dynamic Analysis ◽  
Double Layer ◽  
Incremental Dynamic Analysis ◽  
Structural System ◽  
Buckling Mode ◽  
Compression Members ◽  
Seismic Collapse ◽  
Vertical Walls ◽  
Collapse Behavior ◽  
Mode Failure

Double-layer barrel vault roofs with double-layer vertical walls are frequently used as a structural system for highly important public buildings; therefore, their seismic design needs special considerations. In this article, the seismic collapse behavior of these structures, used as a lateral load-resisting system, is evaluated by carrying out incremental dynamic analysis. For this purpose, different rise-to-span and height-to-span ratios are considered for the roofs and the walls, respectively. The structures are first designed in accordance with Iranian design codes and then they are modeled in OpenSees. The material and geometric nonlinearities are considered in the analyses, including the buckling response of the compression members. At the next stage, the models are subjected to incremental dynamic analysis and their median collapse capacities are extracted. Collapse margin ratios of various structures are finally derived, following FEMA-P695 methodology, and compared against the established acceptable limits. The obtained results show that collapse of the structures occurs mainly due to the buckling-mode failure of the roof. The collapse performance of the structures with large rise-to-span ratio of roofs and large height-to-span ratio of walls is unacceptable.

The spatial static and dynamic analysis of tall building structures

1983 ◽  
Vol 4 (2) ◽  
pp. 233-246
Author(s):  
Wang Xing-xiang ◽  
Che Wei-yi ◽  
Yu Yong-sheng
Keyword(s):  
Dynamic Analysis ◽  
Tall Building ◽  
Building Structures ◽  
Static And Dynamic Analysis

Dynamic Analysis of Tall Building Structures

1988 ◽  
pp. 1202-1203
Author(s):  
H. C. Chan ◽  
J. S. Kuang ◽  
H. G. Li
Keyword(s):  
Dynamic Analysis ◽  
Tall Building ◽  
Building Structures

Geometric nonlinear analysis of tall building structures with outriggers

2011 ◽  
Vol 22 (5) ◽  
pp. 454-470 ◽  
Author(s):  
Jaehong Lee ◽  
Daekyu Park ◽  
Kihak Lee ◽  
Namshik Ahn
Keyword(s):  
Nonlinear Analysis ◽  
Tall Building ◽  
Building Structures ◽  
Geometric Nonlinear ◽  
Geometric Nonlinear Analysis

scholarly journals An approach to quantify the influence of ground motion uncertainty on elastoplastic system acceleration in incremental dynamic analysis

2017 ◽  
Vol 20 (11) ◽  
pp. 1744-1756 ◽  
Author(s):  
Peng Deng ◽  
Shiling Pei ◽  
John W. van de Lindt ◽  
Hongyan Liu ◽  
Chao Zhang
Keyword(s):  
Dynamic Analysis ◽  
Ground Motion ◽  
Earthquake Engineering ◽  
Structural Response ◽  
Incremental Dynamic Analysis ◽  
Degree Of Freedom ◽  
Maximum Acceleration ◽  
Single Degree Of Freedom ◽  
Single Degree ◽  
Performance Based Earthquake Engineering

Inclusion of ground motion–induced uncertainty in structural response evaluation is an essential component for performance-based earthquake engineering. In current practice, ground motion uncertainty is often represented in performance-based earthquake engineering analysis empirically through the use of one or more ground motion suites. How to quantitatively characterize ground motion–induced structural response uncertainty propagation at different seismic hazard levels has not been thoroughly studied to date. In this study, a procedure to quantify the influence of ground motion uncertainty on elastoplastic single-degree-of-freedom acceleration responses in an incremental dynamic analysis is proposed. By modeling the shape of the incremental dynamic analysis curves, the formula to calculate uncertainty in maximum acceleration responses of linear systems and elastoplastic single-degree-of-freedom systems is constructed. This closed-form calculation provided a quantitative way to establish statistical equivalency for different ground motion suites with regard to acceleration response in these simple systems. This equivalence was validated through a numerical experiment, in which an equivalent ground motion suite for an existing ground motion suite was constructed and shown to yield statistically similar acceleration responses to that of the existing ground motion suite at all intensity levels.

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