نتایج جستجو برای: discrete torsional and lateral bracing

تعداد نتایج: 16869351  

Journal: :Journal of Structural Engineering-asce 2021

External installation of steel braces is an effective approach to increase the lateral load resistance moment-resisting frames. However, effects existence on robustness frames resist progressive collapse still not clear because little study has been carried out. To fill this gap, in paper, six multistory subframes (three bare and three braced frames) were fabricated tested. Test results indicat...

Journal: :international journal of civil engineering 0
i. štimac grandić radmile marejcic 3, 51000 rijeka, croatia d. grandić radmile marejcic 3, 51000 rijeka, croatia a. bjelanović radmile marejcic 3, 51000 rijeka, croatia

in this paper, evaluation of torsional stiffness in beam and slab bridge deck elements is presented. a beam and slab bridge decks structurally behave as a grillage. a grillage has an efficient transverse load distribution due to transverse asymmetric load. in the case of bridge deck without transverse beams in the span, transverse load distribution depends on the torsional stiffness of longitud...

2014
Savvas Toumanidis Anna Kaladaridou Dimitrios Bramos Elias Skaltsiotes John Agrios Constantinos Pamboucas George Kottis Anna Antoniou Elektra Papadopoulou Spyridon Moulopoulos

Aim. To assess the effect on left ventricular (LV) function of atrioventricular (AV) and ventricular pacing at the LV apical or lateral wall and to compare the normal torsional and deformation pattern of the intact LV myocardium with those created by the aforementioned LV pacing modes and sites. Methods. Experiments were conducted in pigs (n = 21) with normal LV function to investigate the acut...

B. Payandehjoo, H. Ghasemzadeh, S. Sabouri-Ghomi,

Abstract:   Previous research on bracing members show that the ductility of bracing members is compromised due to the buckling phenomena. Therefore, many researchers have tried to use special considerations to increase the fracture life of bracing members. Some of these recommendations such as increasing the slenderness ratio, using lower width to thickness ratio, increasing the out-of-p...

Journal: :The Journal of neuroscience : the official journal of the Society for Neuroscience 2003
Dora E Angelaki J David Dickman

Responses to horizontal and vertical ocular pursuit and head and body rotation in multiple planes were recorded in eye movement-sensitive neurons in the rostral vestibular nuclei (VN) of two rhesus monkeys. When tested during pursuit through primary eye position, the majority of the cells preferred either horizontal or vertical target motion. During pursuit of targets that moved horizontally at...

Journal: :Journal of neurophysiology 2000
D E Angelaki M Q McHenry B J Hess

The dynamics and three-dimensional (3-D) properties of the primate translational vestibuloocular reflex (trVOR) for high-frequency (4-12 Hz, +/-0.3-0.4 g) lateral motion were investigated during near-target viewing at center and eccentric targets. Horizontal response gains increased with frequency and depended on target eccentricity. The larger the horizontal and vertical target eccentricity, t...

Journal: :Archives of ophthalmology 2002
Agnes M F Wong James A Sharpe

OBJECTIVE To analyze the vestibulo-ocular reflex (VOR) in patients with unilateral peripheral third nerve palsy. PARTICIPANTS AND METHODS Ten patients and 15 healthy subjects were studied using magnetic search coils. Subjects made sinusoidal +/-10 degrees head-on-body rotations in yaw, pitch, and roll in darkness and during monocular viewing in light. RESULTS Horizontal VOR and visually enh...

A. Moghbeli, M. Hosseinpour, Y. Sharifi,

The lateral-torsional buckling (LTB) strength of cellular steel girders that were subjected to web distortion was rarely examined. Since no formulation has been presented for predicting the capacity of such beams, in the current paper an extensive numerical investigation containing 660 specimens was modeled using finite element analysis (FEA) to consider the ultimate lateral-distortional buckli...

Journal: :Revista IBRACON de Estruturas e Materiais 2022

Abstract The main purpose of this paper is to study analytically the behavior slender reinforced concrete columns existing in sway and non-sway structures. studied variables were stiffness beam connected columns, bracing number bays stories structure model. stability was required limits for lateral determined using a finite element program perform buckling analysis, linear geometric nonlinear a...

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