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Effective Prediction of Concrete Constitutive Models for Reinforced Concrete Shear Walls under Cyclic Loading. [PDF]
Materials (Basel)To QB, Shin J, Kim SJ, Kim HW, Lee K.
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Seismic assessment of bridges through structural health monitoring: a state-of-the-art review. [PDF]
Bull Earthq EngKarakostas C +12 more
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International Journal of Structural Engineering, 2018
A major challenge in performance-based earthquake engineering is to develop simple and practical methods for estimating the capacity level and seismic demand on structures by taking into account their inelastic behaviour instead of complicated nonlinear time history analysis.
Devesh Soni +2 more
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A major challenge in performance-based earthquake engineering is to develop simple and practical methods for estimating the capacity level and seismic demand on structures by taking into account their inelastic behaviour instead of complicated nonlinear time history analysis.
Devesh Soni +2 more
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Nonlinear Static Pushover Analysis for Shear Wall Structures in SAP2000 Program
Applied Mechanics and Materials, 2013To study the nonlinear mechanical characteristics of reinforced concrete shear wall structures under rare earthquakes, a single reinforced concrete shear wall model is established in SAP2000 program, which is simulated by nonlinear multi-layer shell element.
Zhi Bin Su, Tao Han, Sheng Nan Sun
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Enhanced nonlinear static analysis with the drift pushover procedure for tall buildings
Bulletin of Earthquake Engineering, 2016In this study a new method for nonlinear static analysis based on the relative displacements of stories is proposed that is able to be implemented in a single stage analysis and considers the effects of an arbitrary number of higher modes. The method is called the extended drift pushover analysis procedure (EDPA).
Farhad Behnamfar +2 more
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A coupled connector element for nonlinear static pushover analysis of precast concrete diaphragms
Engineering Structures, 2015Abstract This paper describes the formulation of a diaphragm connector element developed for use in two-dimensional finite element (2D-FE) modeling of precast concrete diaphragms. The connector elements, composed of assemblages of standard element types readily available in most FE software package libraries, are nonlinear, coupled for shear–tension ...
Ge Wan +3 more
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ASPS Conference Proceedings, 2022
Hollow RC bridge piers exhibit several failure modes when subjected to extensive time varying loads during their service lives. Shear failure of hollow RC bridge piers is very critical as it is brittle in nature involving rapid deterioration of strength with increasing widths of the shear cracks and low ductility.
VijayKumar Polimeru, Arghadeep Laskar
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Hollow RC bridge piers exhibit several failure modes when subjected to extensive time varying loads during their service lives. Shear failure of hollow RC bridge piers is very critical as it is brittle in nature involving rapid deterioration of strength with increasing widths of the shear cracks and low ductility.
VijayKumar Polimeru, Arghadeep Laskar
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Seismic Assessment of RC Frame Structure by Nonlinear Static Pushover Analysis.
International Journal of Research and Scientific InnovationBangladesh is located in a seismically active area, and the rising number of earthquakes has alarmed the local population. Major cities of Bangladesh are under a serious threat due to defective design and structural construction. If seismic do not take under consideration building could be severely damaged under seismic loads.
Syed Md Tajdik Ahmed +2 more
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Engineering Structures, 2011
Seismic responses of unsymmetric-plan tall buildings are substantially influenced by the effects of higher modes and torsion. Considering these effects, in this article, the consecutive modal pushover (CMP) procedure is extended to estimate the seismic demands of one-way unsymmetric-plan tall buildings.
Mehdi Poursha +2 more
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Seismic responses of unsymmetric-plan tall buildings are substantially influenced by the effects of higher modes and torsion. Considering these effects, in this article, the consecutive modal pushover (CMP) procedure is extended to estimate the seismic demands of one-way unsymmetric-plan tall buildings.
Mehdi Poursha +2 more
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2023
ABSTRACT The importance of this study lies in the fact that, based on the conclusions obtained, the entities in charge of regulating construction in the countries analysed can discuss the differences in the levels of vulnerability produced by the application of one or another standard in the same building settled on soil of similar conditions and in a ...
I. Naga Prasanthi, K. Srinivasu
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ABSTRACT The importance of this study lies in the fact that, based on the conclusions obtained, the entities in charge of regulating construction in the countries analysed can discuss the differences in the levels of vulnerability produced by the application of one or another standard in the same building settled on soil of similar conditions and in a ...
I. Naga Prasanthi, K. Srinivasu
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