نتایج جستجو برای: الیاف frp

تعداد نتایج: 7717  

2016
Yongsheng Tang Zhishen Wu

Brillouin scattering-based distributed optical fiber (OF) sensing technique presents advantages for concrete structure monitoring. However, the existence of spatial resolution greatly decreases strain measurement accuracy especially around cracks. Meanwhile, the brittle feature of OF also hinders its further application. In this paper, the distributed OF sensor was firstly proposed as long-gaug...

2002
A. Nanni

This paper reports on the North American state-of-the-art in the use of FRP composites in concrete structures. FRP bars have been used as the internal reinforcement in concrete members to replace conventional steel rebars for a host of reasons. The principles for design and construction have been established and proposed to industry by the American Concrete Institute (ACI). The fundamental prin...

2007
K. Farah

As the life age of the existing structures are required to meet the changing demands on civil infrastructures. So strengthening and retrofitting are required. Recently many techniques to strengthen the reinforced concrete beams in flexural by using fiber reinforced polymer (FRP) had appeared. The most famous technique among them is strengthening the (RC) beams with externally bonded FRP sheet t...

2008
RANDALL L. COOPER RAMESH NARAYAN

We investigate the effect of the hot CNO cycle breakout reaction 15O(α,γ)19Ne on the occurrence of type I X-ray bursts on accreting neutron stars. For frp . 0.1, where frp is a dimensionless factor by which we multiply the 15O(α,γ)19Ne reaction rate of Caughlan & Fowler (1988), our model predicts that bursts should occur only for accretion rates Ṁ below a critical value ≈ 0.3ṀEdd. This agrees w...

2007
J. G. Teng

Both the flexural and shear strengths of reinforced concrete (RC) beams can be substantially enhanced using externally bonded fibre reinforced polymer (FRP) composites. Failures of such FRP-strengthened RC beams often occur by debonding of the FRP plate from the RC beam in a number of forms. Despite numerous theoretical and experimental studies on debonding failures of FRP-strengthened RC beams...

2009
Taiji Furusawa Hideo Konishi Michihiro Kandori Chiu Yu Ko Rachel Kranton Michel Le Breton Akihiko Matsui

We consider a (pure) public goods provision problem with voluntary participation in a quasi-linear economy. We propose a new hybrid solution concept, the free-ridingproof core (FRP-Core), which endogenously determines a contribution group, public goods provision level, and how to share the provision costs. The FRP-Core is always nonempty in public goods economies but does not usually achieve gl...

پایان نامه :وزارت علوم، تحقیقات و فناوری - دانشگاه شهید باهنر کرمان - دانشکده مهندسی عمران 1392

بسیاری از سازه های بتن آرمه موجود در مناطق زلزله خیز در برابر نیرو های ایجاد شده توسط زلزله های شدید و متوسط دارای رفتار مناسبی نمی باشند. بطور کلی در سازه های بتن مسلح طراحی شده بر اساس آیین نامه های قدیمی، اتصالات تیر به ستون به عنوان اجزاء بحرانی به شمار می روند. در طراحی آیین نامه های جدید به این نکته اشاره گردیده است که اصل تیر ضعیف-ستون قوی بایستی مورد توجه قرار گیرد. در بسیاری از سازه ها...

Journal: :The journals of gerontology. Series A, Biological sciences and medical sciences 2007
Loic Desquilbet Lisa P Jacobson Linda P Fried John P Phair Beth D Jamieson Marcy Holloway Joseph B Margolick

BACKGROUND Older healthy and HIV-infected adults exhibit physiological similarities. Frailty is a clinical syndrome associated with aging that identifies a subset of older adults at high risk of mortality and other outcomes. We investigated whether HIV infection increases the prevalence of a frailty-related phenotype (FRP) that approximates a clinical definition of frailty. METHODS We first d...

2016
Isabelle Caby Nicolas Olivier Frédérick Janik Jacques Vanvelcenaher Patrick Pelayo

STUDY DESIGN A controlled and retrospective study of 144 chronic low back pain patients to evaluate the effectiveness of an intensive functional restoration program in France. OBJECTIVE Evaluating the efficiency of an intensive, dynamic and multidisciplinary functional restoration program in patients with chronic low back pain (LBP), during 6 and 12 months follow up. SUMMARY OF BACKGROUND D...

پایان نامه :وزارت علوم، تحقیقات و فناوری - دانشگاه سمنان - دانشکده مهندسی عمران 1393

انهدام برشی اتصالات تیر- ستون بتن مسلح، شکستی ترد و بدون هشدار دهی قبل از خرابی می باشد و از آنجایی که انهدام ستون و اتصال قبل از انهدام تیر مطلوب نیست، وقوع آن می تواند منجر به خسارات جبران ناپذیری شود. به همین علت، طراحی اتصالات برای مقاومت در برابر نیروهای برشی وارده، مسأله بسیار مهمی است و در محاسبات باید مورد توجه قرار گیرد. با توجه به عدم آگاهی صحیح از ابعاد مختلف بحران زلزله، خسارات متعد...

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