Typology of NSPA pushover curves and surfaces for 3D performance-based seismic response of structures [PDF]
This paper presents a typology of pushover curves and the originally developed pushover surfaces based on the generalization of the nonlinear response of the 3D system to the earthquake action.
Ćosić Mladen, Brčić Stanko
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IMPA versus Cloud Analysis and IDA: Different Methods to Evaluate Structural Seismic Fragility
Well-known methods for seismic performance assessment, such as incremental dynamic analysis (IDA), multi-stripes analysis (MSA) and the cloud method, involve nonlinear response time-history analyses to characterize the relationship between the chosen ...
Carlotta Pia Contiguglia +3 more
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Effectiveness of modified pushover analysis procedure for the estimation of seismic demands of buildings subjected to near-fault ground motions having fling step [PDF]
Near-fault ground motions with long-period pulses have been identified as being critical in the design of structures. These motions, which have caused severe damage in recent disastrous earthquakes, are characterized by a short-duration impulsive motion ...
A. Mortezaei, H. R. Ronagh
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A Statistical Approach to Equivalent Linearization with Application to Performance-Based Engineering [PDF]
A new methodology for calculating optimal effective linear parameters for use in predicting the earthquake response of structures is developed. The methodology is applied to several single-degree-of-freedom inelastic structural models subjected to a ...
Guyader, Andrew Charles +1 more
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Seismic performance of a high-rise residential building model in Purwokerto, Indonesia [PDF]
We evaluated the performance of a high-rise residential building model in Purwokerto, Indonesia due to the seismic load. The evaluation was performed based on seismic loads given in the 2002 and 2012 Indonesian National Standard (SNI) using linear static
Haryanto Yanuar +3 more
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Over the past two decades, buckling-restrained braces (BRBs) have become increasingly popular as a lateral resisting system because of their capability to provide energy dissipation, stiffness and strength to building structures. Up to date, the Egyptian
Hamdy Abou-Elfath +2 more
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Assessment of Accuracy the Nonlinear Static Analysis in Determining Behavior Factor Reinforced Concrete Moment-Resisiting Frames [PDF]
Common methods analysis and design of structures are based according to elastic analysis and and reduction of earthquake forces. This reduction design load in the codes is done by the behavior factors.
Alireza Habibi, Reza gholami
doaj
New Seismic Pushover Procedures using either Floor Enforced-Displacements or Inelastic Dynamic Eccentricities on Irregular Single-Storey R/C Buildings [PDF]
A numerical example of a torsionally-flexible, R/C, asymmetric single-storey building is presented here to clarify in detail the step by step application of two new documented pushover procedures on single-storey R/C buildings. In order to fully consider
Triantafyllos Makarios +1 more
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Static Pushover Analysis of Beam-Column Joints in Frame Structures
Abstract There are many factors influencing the yield mechanism of "strong column and weak beam", which is not required by the current seismic design of frame structures in earthquakes. In this paper, pushover analysis is done by creating ETABS framework model.
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Constant Displacement Iteration Algorithm for Non-Linear Static Pushover Analysis
Abstract: The paper presents formulation and implementation of a new static push-over analysis algorithm for the seismic rehabilitation of structure, in accordance with “NEHRP Guidelines for the Seismic Rehabilitation of Buildings”. The concept of non-linear pushover analysis is described and one problem of steel structure with piping racks are ...
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