Výsledky vyhledávání

Estimation of Live Load Effect of Single Truck Through Probabilistic Analysis of Truck Traffic on Expressway

Autor: Sang-Sup Ahn, Soon-Min Kwon, Inyeol Paik, Taeyong Yoon

Publikováno v: International Journal of Highway Engineering. 18:1-11

PURPOSES : This study estimated the load effect of a single heavy truck to develop a live load model for the design and assessment of bridges located on an expressway with a limited truck entry weight. METHODS : The statistical estimation methods for

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::1717eeab0f41c41326531832b5b1559d
https://doi.org/10.7855/ijhe.2016.18.1.001

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Statistical Investigation of Design Live Load by Applying WIM Data with Different Degree of Compliance with Truck Weight Limit

Autor: Inyeol Paik, Kilhwan Jeong

Publikováno v: IABSE Reports.

The live load model applied to the design of the bridge should be defined so that a target safety level can be secured in the actual traffic environment. In this paper, it is presented that the live load could be greatly affected by the measurement d

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::e218bf1d2af0856f39c9de94d3bd4f1a
https://doi.org/10.2749/kualalumpur.2018.0820

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Evaluation of load and resistance factors for the reliability-based design of the main cables of earth-anchored suspension bridges

Autor: Ho Hyun Lee, Hae Sung Lee, Seung Han Lee, Inyeol Paik

Publikováno v: KSCE Journal of Civil Engineering. 20:2457-2468

This paper presents load and resistance factors for the reliability-based design of the main cables of earth-anchored suspension bridges for the Strength I Limit State defined in the AASHTO LRFD Bridge Design Specifications. Reliability analyses are

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::90d16cb2e11967ad328c499d349c4eb7
https://doi.org/10.1007/s12205-015-1442-5

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Reliability assessment of reinforced concrete columns based on the P–M interaction diagram using AFOSM

Autor: Ji Hyeon Kim, Hae Sung Lee, Inyeol Paik, Seung Han Lee

Publikováno v: Structural Safety. 55:70-79

This paper presents a new approach for evaluating the reliability index and most probable failure point (MPFP) of a reinforced concrete (RC) column using the advanced first-order second-moment reliability method without Monte-Carlo simulations. The P

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::13551e3fadbf01767a14e7a1ecf30573
https://doi.org/10.1016/j.strusafe.2015.03.003

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Evaluation of Reliability Index of Governing Load Combination for Design of Cable Supported Bridge Members

Autor: Inyeol Paik, Taeyong Yoon

Publikováno v: Journal of the Computational Structural Engineering Institute of Korea. 27:643-651

In this paper the reliability analyses of the cable-supported bridge design code which is recently issued in Korea are performed and the results are presented. Governing load combinations for the member design and the statistical properties of the ma

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::ca5f0748bc02302220e82a6174a7c7af
https://doi.org/10.7734/coseik.2014.27.6.643

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Safety assessment of concrete expressway bridges employing probabilistic concept

Autor: Sang-Sup Ahn, Inyeol Paik, Soobong Shin

Publikováno v: KSCE Journal of Civil Engineering. 17:584-593

The study examines the assessment method for the safety of concrete bridges in the Korean expressway using the probabilistic concept. The reliability-based assessment methods available are reviewed, and the assessment results from the different metho

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::254381f6104c054f6b1e65e939b6a520
https://doi.org/10.1007/s12205-013-0604-6

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Reliability analysis of concrete bridges designed with material and member resistance factors

Autor: Soobong Shin, Eui-Seung Hwang, Inyeol Paik

Publikováno v: Computers & concrete. 6:59-78

Reliability analysis for a proposed limit state bridge design code is performed. In order to introduce reliability concept to design code, the proposed live load model is based on truck weight survey. Test data of domestic material strengths are coll

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::057ca994bd29999010c02e999497c8ae
https://doi.org/10.12989/cac.2009.6.1.059

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