مرور Journal of Rehabilitation in Civil Engineering بر اساس تاریخ انتشار
در حال نمایش موارد 1 - 20 از 310
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Evaluating Equivalent Damping and Response Modification Factors of Frames Equipped by Pall Friction Dampers
(Semnan University, 2013-02-01)A study on the evaluating equivalent damping and response modification factors of frames equipped by Pall Friction Dampers is presented. To do so, buildings with various stories were considered. Nonlinear and linear dynamic ...
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Flexural Behavior of Reinforced HPFRCC Beams
(Semnan University, 2013-02-01)High Performance Fiber Reinforced Cementitious Composite (HPFRCC) materials exhibit strain hardening behavior with multiple cracking under tensile loading. In this paper, experimental and parametric studies are performed ...
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Influence of Seismic Pounding on RC Buildings with and without Base Isolation System Subject to Near-Fault Ground Motions
(Semnan University, 2013-02-01)Building pounding occurs between two adjacent buildings with small gap or without sufficient separation distance. It leads to damage buildings during earthquake due to impact. Many researchers have investigated building ...
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An Improved Method for Seismic Site Characterization with Emphasis on Liquefaction Phenomenon
(Semnan University, 2013-02-01)Iran is an active seismic region. Earthquake damage is commonly controlled by three interacting factors including source and path characteristics, local geological and ...
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The Effect of Asphalt Concrete Micro & Macro Texture on Skid Resistance
(Semnan University, 2013-02-01)Skid resistance and road condition are common indices of road safety; therefore providing adequate skidding resistance will reduce the incidence of road accidents. The surface macrotexture has a large effect on the ...
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Probabilistic Assessment of Earthquake Damage and Loss for the City of Tehran, Iran
(Semnan University, 2013-08-01)Tehran is one of the densely populated metropolises located in earthquake-prone regions. Tehran, the population of which surpasses 8 million people, is the most populated area in Iran. There are historical evidences ...
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Seismic Behavior Assessment of Concrete Elevated Water Tanks
(Semnan University, 2013-08-01)Elevated tanks are very important structures and consist of various types. Water supply is vital to control fires during earthquakes. Also they are utilized to store different products, like petroleum supplies in cities ...
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Seismic Performance of RC Frames Irregular in Elevation Designed Based on Iranian Seismic Code
(Semnan University, 2013-08-01)Setback in elevation of a structure is a special irregularity with considerable effect on its seismic performance. This paper addresses multistory Reinforced Concrete (RC) frame buildings, regular and irregular in elevation. ...
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Comparative Review of the Performance Based Design of Building Structures Using Static Non-Linear Analysis, Part A: Steel Braced Frames
(Semnan University, 2013-08-01)The objective of this review to be submitted in two independent parts, for steel frames and for RC frames, is to compare their structural performance with respect to the proposed N2-method, and so also of the consequent ...
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Static and Dynamic Analyses of Micropiles to Reinforce the High Railway Embankments on Loose Beds
(Semnan University, 2013-08-01)Construction of railway embankments on loose beds without using any methods of soil improvement (e.g. stone columns in silt and clay beds, deep soil mixing method, jet grouting and also using micropiles individually or in ...
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Nondestructive Evaluation of Damage in Beams Using Displacement Curvature
(Semnan University, 2013-08-01)In this paper, the capabilities of displacement curvature derived from static response data for finding the location and severity of damage in Euler-Bernoulli beams are assessed. Static response of a beam is obtained using ...
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Seismic Hazard Analysis and Obtaining Uniform Hazard Spectra for Esfahan Region, Iran
(Semnan University, 2014-02-01)The present study was conducted to determine peak ground acceleration (PGA) over bedrock in probabilistic analysis methods for the seismic hazard and uniform hazard spectra at different hazard levels for Esfahan city. A ...
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Ultimate Tendon Stress in CFRP Strengthened Unbounded HSC Post-Tensioned Continuous I-Beams
(Semnan University, 2014-02-01)The use of unbounded tendons is common in prestressed concrete structures and evaluation of the stress increase in unbonded tendons at ultimate flexural strength of such structure has posed a great ...
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Comparative Review of the Performance Based Design of Building Structures Using Static Non-Linear Analysis, Part B: R/C Frames
(Semnan University, 2014-02-01)The objective of this review to be submitted in two independent parts, for steel frames and for RC frames, is to compare their structural performance with respect to the proposed N2-method, and so also of the consequent ...
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Response of Buildings with Inclined First-Story Columns to Near-Fault Ground Motion
(Semnan University, 2014-02-01)In this paper a simple model of a three story building with inclined first-story columns has presented. The stories are supposed to be rigid and are connected to axially rigid mass less columns by elasto-plastic rotational ...
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Behavior of FRP-Confined Reactive Powder Concrete Columns under Eccentric Loading
(Semnan University, 2014-02-01)Fiber reinforced Polymers (FRP) have widely used for the purposes of enhances strength and ductility of concrete columns. Proper design of such hybrid columns, however, requires a better recognition of the behavior of ...
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An Improvement to Pedestrian’s Mobility by rehabilitating the Sidewalk with Application of AHP (Case Study)
(Semnan University, 2014-02-01)This study investigated the effects of rehabilitation of sidewalks on improvement of the pedestrians' mobility. In order to successfully achieve this, sidewalk characteristics were determined via previous studies, expert ...
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The Effect of RC Core on Rehabilitation of Tubular Structures
(Semnan University, 2014-08-01)In the present study, the effect of core on shear lag phenomenon in tubular structures is investigated. Three different tubular structure models including model without core, model with central core and model with central ...
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The Comparison of the IDA and ET on Steel Structures Rehabilitated by Isolators
(Semnan University, 2014-08-01)Endurance time (ET) method is a relatively new performance-based earthquake method for structural evaluation and design. In this method, the structure is subjected to a gradually intensifying accelorogram(s) and its ...
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Seismic Hazard Assessment and Determination of Maximum Design Base Acceleration of Yazd
(Semnan University, 2014-08-01)According to Iranian code of practice for seismic resistant design of buildings standard No. 2800, Yazd is located in the place with the medium earthquake hazard [1]. Due to the position of Yazd with many historical and ...



