Access the full text.
Sign up today, get DeepDyve free for 14 days.
Y. Taniguchi, P. Gould, Masahiro Kurano (2008)
EARTHQUAKE INPUT ENERGY AT DYNAMIC COLLAPSE FOR DOUBLE-LAYER CYLINDRICAL LATTICE ROOFSJournal- International Association for Shell and Spatial Structures, 49
A. Sadeghi (2013)
Assessing the Simultaneous Effects of Horizontal and Vertical Components of Earthquakes on the Double Layer Barrel Vaults
Gui-bo Nie, X. Zhi, F. Fan, Dai Junwu (2014)
Seismic performance evaluation of single-layer reticulated dome and its fragility analysisJournal of Constructional Steel Research, 100
Liang Chen, L. Tirca (2013)
Simulating the Seismic Response of Concentrically Braced Frames Using Physical Theory Brace ModelsOpen Journal of Civil Engineering, 2013
H. Moghaddam (2000)
Seismic Behaviour of Space StructuresInternational Journal of Space Structures, 15
K. Ishikawa, Shoji Okubo, Y. Hiyama, S. Kato (2000)
Evaluation Method for Predicting Dynamic Collapse of Double Layer Latticed Space Truss Structures due to Earthquake MotionInternational Journal of Space Structures, 15
Jianheng Sun, Hongmei Li, H. Nooshin, G. Parke (2014)
Dynamic Stability Behaviour of Lattice Domes with SubstructuresInternational Journal of Space Structures, 29
A. Sadeghi (2004)
Horizontal Earthquake Loading and Linear/Nonlinear Seismic Behaviour of Double Layer Barrel VaultsInternational Journal of Space Structures, 19
F. Fan, S. Shen, G. Parke (2005)
Study of the Dynamic Strength of Reticulated Domes under Severe Earthquake LoadingInternational Journal of Space Structures, 20
Hendry Sutjiadi, A. Charleson (2014)
Structural design and analysis of vertical double‐layer space structures in super‐tall buildingsThe Structural Design of Tall and Special Buildings, 23
N. Null (2007)
Seismic Rehabilitation of Existing Buildings
B. Ferracuti, R. Pinho, M. Savoia, Roberto Francia (2009)
Verification of displacement-based adaptive pushover through multi-ground motion incremental dynamic analysesEngineering Structures, 31
S. Antoniou, R. Pinho (2004)
DEVELOPMENT AND VERIFICATION OF A DISPLACEMENT-BASED ADAPTIVE PUSHOVER PROCEDUREJournal of Earthquake Engineering, 8
Dabin Yang, Liu Chunyang, Mingyong Hu, X. Zhang (2017)
Seismic Analysis of Single-Layer Latticed Domes Composed of Welded Round Pipes Considering Low Cycle FatigueInternational Journal of Structural Stability and Dynamics, 17
Hendry Sutjiadi, A. Charleson (2013)
Structural-Architectural Integration of Double-Layer Space Structures in Tall BuildingsJournal of Architectural Engineering, 19
D. Vamvatsikos, C. Cornell (2002)
Incremental dynamic analysisEarthquake Engineering & Structural Dynamics, 31
A. Mwafy, A. Elnashai (2001)
Static pushover versus dynamic collapse analysis of RC buildingsEngineering Structures, 23
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.
Advances in Structural Engineering – SAGE
Published: Oct 1, 2019
Read and print from thousands of top scholarly journals.
Already have an account? Log in
Bookmark this article. You can see your Bookmarks on your DeepDyve Library.
To save an article, log in first, or sign up for a DeepDyve account if you don’t already have one.
Copy and paste the desired citation format or use the link below to download a file formatted for EndNote
Access the full text.
Sign up today, get DeepDyve free for 14 days.
All DeepDyve websites use cookies to improve your online experience. They were placed on your computer when you launched this website. You can change your cookie settings through your browser.