Zobrazeno 1 - 10
of 26
pro vyhledávání: '"Kappyo Hong"'
Publikováno v:
Sensors, Vol 13, Iss 8, Pp 10931-10943 (2013)
A practical data recovery method is proposed for the strain data lost during the safety monitoring of mega columns. The analytical relations among the measured strains are derived to recover the data lost due to unexpected errors in long-term measure
Externí odkaz:
https://doaj.org/article/487c59c9616c4a19a5997947ee3bc9ac
Publikováno v:
Sensors, Vol 13, Iss 8, Pp 9909-9920 (2013)
A strain-based load identification model for beam structures subjected to multiple loads is presented. The number of sensors for the load identification model is the same as the number of load conditions acting on a beam structure. In the model, the
Externí odkaz:
https://doaj.org/article/d117cbcf21cf44d39405bb358096831a
Publikováno v:
Journal of Civil Engineering and Management, Vol 22, Iss 5 (2016)
This study suggests a joint design using an X-brace bar to identify the stability and structural performance of a precast concrete (PC) beam-column joint design, which may cause problems when used in a segmented PC beam system for a long-span structu
Externí odkaz:
https://doaj.org/article/1a88a8ce7b234300819813a6f43ed8b4
Publikováno v:
Journal of the Computational Structural Engineering Institute of Korea. 29:429-436
Publikováno v:
JOURNAL OF CIVIL ENGINEERING AND MANAGEMENT. 22:634-644
This study suggests a joint design using an X-brace bar to identify the stability and structural performance of a precast concrete (PC) beam-column joint design, which may cause problems when used in a segmented PC beam system for a long-span structu
Autor:
Kappyo Hong1 kappyo@yonsei.ac.kr, Jihoon Lee1 blithebard@naver.com, Se Woon Choi1 watercloud@yonsei.ac.kr, Yousok Kim1 yskim1220@yonsei.ac.kr, Hyo Seon Park1 hspark@yonsei.ac.kr
Publikováno v:
Sensors (14248220). Aug2013, Vol. 13 Issue 8, p9909-9920. 12p. 2 Color Photographs, 3 Diagrams, 3 Graphs.
Publikováno v:
Journal of Constructional Steel Research. 88:53-62
The current strong-column weak-beam design criterion presents a single value as the acceptance limit of strength ratios for Special Moment Resisting Frames (SMRFs). However, previous research efforts have shown that the required column–beam flexura
Publikováno v:
Sensors; Volume 13; Issue 8; Pages: 9909-9920
Sensors, Vol 13, Iss 8, Pp 9909-9920 (2013)
Sensors (Basel, Switzerland)
SENSORS(13): 8
Sensors, Vol 13, Iss 8, Pp 9909-9920 (2013)
Sensors (Basel, Switzerland)
SENSORS(13): 8
A strain-based load identification model for beam structures subjected to multiple loads is presented. The number of sensors for the load identification model is the same as the number of load conditions acting on a beam structure. In the model, the
Publikováno v:
Fire Technology. 49:907-926
During a fire resistance test for validating the fire resistance performance of a building’s structural members, a member is generally exposed to flames while being applied with a defined load ratio. In the case of a member capable of bearing a lar
Publikováno v:
Journal of Asian Architecture and Building Engineering. 10:413-420
In Korea recently, interest is increasing in slim floor systems that have superior structural performance and fire resistance. This paper contains the results of tests to confirm the fire resistance behavior of the composite asymmetric slim floor bea