رضا رهگذر
دانشگاه شهید باهنر کرمان
[ 1 ] - تعیین موقعیت بهینه مهاربازویی و کمربند خرپایی در سازه های بلند مرتبه با سطح مقطع غیر یکنواخت
در این مقاله، محل بهینه سیستم مهار بازویی و کمربند خرپایی در ارتفاع سازه های بلند با سیستم ترکیبی قاب محیطی و هسته مرکزی همراه با مهار بازویی و کمربند خرپایی با احتساب تغییرات ممان اینرسی قاب محیطی در ارتفاع مورد بررسی قرار گرفته است. سازه قاب محیطی و هسته مرکزی بر اساس روش پیوسته با یک تیر طره با مقطع قوطی شکل مدل شده است. اثر مهار بازویی و کمربند خرپایی بر روی هسته مرکزی به صورت فنر پیچشی در ...
[ 2 ] - Optimum Location of Outrigger-belt Truss in Tall Buildings Based on Maximization of the Belt Truss Strain Energy
In this paper, based on maximizing the outrigger-belt truss system’s strain energy, a methodology for determining the optimum location of an outrigger-belt truss system is presented. Tall building structures with combined systems of framed tube, shear core and outrigger-belt truss system’s are modeled using continuum approach. In this approach, the framed tube system is modeled as a cantilevere...
[ 3 ] - A Simple Approach to Static Analysis of Tall Buildings with a Combined Tube-in-tube and Outrigger-belt Truss System Subjected to Lateral Loading
In this paper, an efficient technique is presented for static analysis of tall buildings with combined tube-in-tube and outrigger-belt truss system while considering shear lag effects. In the process of replacing the discrete structure with an elastically equivalent continuous one, the structure is modeled as two parallel cantilevered flexural-shear beams that are constrained at the outrigger-b...
[ 4 ] - A CLOSED FORM SOLUTION FOR FREE VIBRATION ANALYSIS OF TUBE-IN-TUBE SYSTEMS IN TALL BUILDINGS
In this paper the dynamic response of tube-in-tube systems for tall building structures is investigated. Inner and outer tubes are modeled using equivalent continuous orthotropic membranes; in which, each tube is individually modeled by a cantilever box beam. By applying the compatibility conditions on deformation of the two tubes, the governing dynamic equations of the tube-in-tube structure a...
[ 5 ] - Flexural Testing of High Strength Reinforced Concrete Beams Strengthened with CFRP Sheets
The objective of this study is to investigate the effectiveness of externally bonded CFRP sheets to increase the flexural strength of reinforced high strength concrete (HSC) beams. Four-point bending flexural tests to complete failure on six concrete beams, strengthened with different layouts of CFRP sheets were conducted. Three-dimensional nonlinear finite element (FE) models were adopted by A...
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