نتایج جستجو برای: روش LRFD

تعداد نتایج: 369676  

Journal: :Vojnosanitetski pregled 2010
Miroslav Stojanović Milan Radojković Goran Stanojević

BACKGROUND/AIM Linear radiofrequency device (LRFD) is disposable tool designed for liver parenchyma transection using controlled radiofrequency to "seal" blood vessels and bile ducts, making liver resection easier and safer compared to classical resectional techniques. The aim of this study was to determine real value of the LRFD compared to the standard "keliclasia" technique. METHODS This p...

1998
Seung-Eock Kim

The aim of this paper is to provide a design guide of the LRFD based advanced analysis method for practical frame design. To this end, the step-by-step analysis and design procedures for the practical advanced analysis method are presented. The proposed advanced analysis program and input data format are discussed. Case studies are drawn to show the detailed design procedures of the practical a...

2005
Eray Baran

Different interpretations of the equivalent rectangular stress block approximation used by the American Association of State Highway and Transportation Officials (AASHTO) Load and Resistance Factor Design (LRFD) and AASHTO Standard Specifications may lead to inconsistencies in the sectional response of the prestressed concrete flanged sections predicted by the two specifications. According to t...

Journal: :CoRR 2014
Guangcan Liu Ping Li

A well-known method for completing low-rank matrices based on convex optimization has been established by Candès and Recht [1]. Although theoretically complete, the method may not entirely solve the low-rank matrix completion problem. This is because the method captures only the low-rankness property which gives merely a constraint that the data points locate on some lowdimensional subspace, bu...

2005
Tony M. Allen

NOTICE The contents of this report reflect the views of the author, who is responsible for the facts and accuracy of the data presented herein. The contents do not necessarily reflect policy of the Department of Transportation. This report does not constitute a standard, specification, or regulation. Abstract This report summarizes the historical development of the resistance factors developed ...

2015
Mohammad Panjehpour Hwa Kian Chai Yen Lei Voo Jose Manuel Garcia Aznar

Deep beams are commonly used in tall buildings, offshore structures, and foundations. According to many codes and standards, strut-and-tie model (STM) is recommended as a rational approach for deep beam analyses. This research focuses on the STM recommended by ACI 318-11 and AASHTO LRFD and uses experimental results to modify the strut effectiveness factor in STM for reinforced concrete (RC) de...

پایان نامه :وزارت بهداشت، درمان و آموزش پزشکی - دانشگاه علوم پزشکی و خدمات بهداشتی درمانی تهران 1331

چکیده ندارد.

2006
S. Kim H. C. Mertol S. Rizkalla P. Zia A. Mirmiran

This paper summarizes the test results of an extensive research program sponsored by the US Transportation Research Board of the National Research Council to examine the behavior of high-strength concrete rectangular columns subjected to concentric and eccentric loading conditions. The variables considered in this investigation were concrete strength ranging from 7.9 ksi (55 MPa) to 16.5 ksi (1...

Journal: : 2023

The probabilistic analyses provide a more rational approach for the safety assessment of structures since they consider uncertainties in calculations. Consequently, design specifications engineering are gradually transformed from allowable stress to reliability-based such as load and resistance factors (LRFD) or partial factor design. andresistance provided codes successfully determined framewo...

2006
H. C. Mertol A. Mirmiran

This paper summarizes the research findings of the fundamental characteristics of high-strength concrete for the flexural design of bridge girders. The main objective of the research is to provide recommended provisions to the AASHTO-LRFD Bridge Design Specifications to extend the use of concrete strength up to 18 ksi. A total of 15 plain concrete specimens were tested under eccentric compressi...

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