نتایج جستجو برای: incremental dynamic analysis endurance time method

تعداد نتایج: 5455033  

ژورنال: مهندسی دریا 2014

In this paper, the modification of Endurance Wave Analysis (EWA) in assessment of offshore platforms based on the new-wave theory is introduced. EWA is a new method to estimate the response of offshore structures in different sea states by use of incremental records. This study is offered practical procedures to select time duration and intensifying trend of the records. In addition, a simplifi...

A. Baniassadi, H. Estekanchi,

Nonlinear Time History (NTH) analysis is currently the most reliable method for estimating structural behavior. Considerable computational demand and complexity of this method may cause difficulty for its routine practical application. Based on the Methodology of Endurance Time (ET) method, it can estimate the nonlinear response of structures with a much lower computational cost. In this resear...

Introduction: Neuropathic pain is a chronic pain that occurs as an injury to neuronal cells and abnormality in nervous and immune systems function. Also diabetic neuropathy diseases accompany with variety of pain syndromes such as allodynia and hyperalgesia. Thus, the aim of the present study was to investigate the chronic effects of incremental activity in the form of endurance training o...

H. Mirzabozorg, M.A. Hariri Ardebili, R. Kianoush,

In the present paper, nonlinear behavior of mass concrete simulated by smeared crack model is combined with Endurance Time Analysis (ETA) method for studying seismic response of arch dams. ETA is a time-history based dynamic pushover procedure in which special predesigned intensifying acceleration functions are used for analysis and estimation of structural responses in various performance leve...

Journal: :Thorax 2008
D Jensen K Amjadi V Harris-McAllister K A Webb D E O'Donnell

BACKGROUND This study examined the effects of inhaled furosemide on the ventilatory and perceptual response to high-intensity constant-load cycle exercise in chronic obstructive pulmonary disease (COPD). METHODS In a randomised, double-blind, placebo-controlled, crossover study, 20 patients with COPD (mean (SD) forced expiratory volume in 1 s 45 (15)% predicted) received either nebulised furo...

Journal: :international journal of advanced structural engineering 2010
vishal bhatia siddhartha ghosh

many old damaged and undamaged building structures do not meet the criteria of modern seismic design codes. such structures need to be seismically enhanced. the main objective of this paper is to propose and validate the effectiveness of an upgrade scheme for non-seismic buildings using steel plate shear walls (spsw). the upgrade is carried out considering a probability-based drift-based criter...

In this paper, the dynamic behavior of square plates with various thicknesses and stiffening configurations subjected to underwater explosion (UNDEX) are evaluated through a relatively novel approach which is called Incremental Explosive Analysis (IEA). The IEA estimates the different limit-states and deterministic assessment of plats’ behavior, considering uncertainty of loading conditions and...

Incremental Dynamic Analysis (IDA) procedure is now considered as a robust tool for estimating the seismic sidesway collapse capacity of structures. However, the procedure is time-consuming and requires numerous nonlinear response-history analyses. This paper proposes a simplified Modal Pushover Analysis (MPA) procedure for IDA of RC moment-resisting frames. The proposed method uses the dynamic...

The aim of this study was to examine the effect of inherent and incremental ability theories feedback on dynamic balance in middle-aged women. 29 middle-aged women (age: 50-60) randomly assigned into two groups (inherent ability= 15 subjects, and incremental ability= 14 subjects). Both groups after the dynamic balance pretest (Timed Up and Go) received different instructions feedback. Immediate...

پایان نامه :وزارت علوم، تحقیقات و فناوری - دانشگاه هرمزگان - دانشکده فنی 1391

چکیده با توجه به زلزله های گذشته، آسیب های وارده به قسمت های مختلف پل شامل، روسازه ها، نشمین گاهها، پایه های پل، اتصالات، فونداسیون، دال های دسترسی، دیافراگم های عرضی، شاه تیر ها، تیر های سرستون و آسیب های غیر سازه ای می باشد. در حال حاضر یکی از مهمترین اهداف مهندسان زلزله پیش بینی رفتار سازه ها در برابر زلزله های آینده است. اطلاعات محدود، در مورد پارامترهای لرزه ای از قبیل فاصله از مرکز زلزل...

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