• Title/Summary/Keyword: performance-based plastic design

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Seismic Performance Evaluation of the Underground Utility Tunnel by Response Displacement Method and Response History Analysis (응답변위법과 응답이력해석법을 이용한 지중 공동구의 내진성능 평가)

  • Kwon, Ki-Yong;Lee, Jin-Sun;Kim, Yong-Kyu;Youn, Jun-Ung;Jeong, Soon-Yong
    • Journal of the Korean Geotechnical Society
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    • v.36 no.11
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    • pp.119-133
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    • 2020
  • Underground utility tunnel, the most representative cut and cover structure, is subjected to seismic force by displacement of the surrounding soil. In 2020, Korea Infrastructure Safety Corporation has published "Seismic Performance Evaluation Guideline for Existing Utility Tunnel." This paper introduces two seismic evaluation methods, RDM (Response Displacement Method) and RHA (Response History Analysis) adopted in the guide and compares the methods for an example of an existing utility tunnel. The test tunnel had been constructed in 1988 and seismic design was not considered. RDM is performed by single and double cosine methods based on the velocity response spectrum at the base rock. RHA is performed by finite difference analysis that is able to consider nonlinear behavior of soil and structure together in two-dimensional plane strain condition. The utility tunnel shows elastic behavior for RDM, but shows plastic hinge for RHA under the collapse prevention level earthquake.

Enhanced Crystallinity of Piezoelectric Polymer via Flash Lamp Annealing (플래시광 열처리를 통한 압전 고분자의 결정성 향상 연구)

  • Donghun Lee;Seongmin Jeong;Hak Su Jang;Dongju Ha;Dong Yeol Hyeon;Yu Mi Woo;Changyeon Baek;Min-Ku Lee;Gyoung-Ja Lee;Jung Hwan Park;Kwi-Il Park
    • Journal of the Korean Institute of Electrical and Electronic Material Engineers
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    • v.37 no.4
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    • pp.427-432
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    • 2024
  • The polymer crystallization process, promoting the formation of ferroelectric β-phase, is essential for developing polyvinylidene fluoride (PVDF)-based high-performance piezoelectric energy harvesters. However, traditional high-temperature annealing is unsuitable for the manufacture of flexible piezoelectric devices due to the thermal damage to plastic components that occurs during the long processing times. In this study, we investigated the feasibility of introducing a flash lamp annealing that can rapidly induce the β-phase in the PVDF layer while avoiding device damage through selective heating. The flash light-irradiated PVDF films achieved a maximum β-phase content of 76.52% under an applied voltage of 300 V and an on-time of 1.5 ms, a higher fraction than that obtained through thermal annealing. The PVDF-based piezoelectric energy harvester with the optimized irradiation condition generates a stable output voltage of 0.23 V and a current of 102 nA under repeated bendings. These results demonstrate that flash lamp annealing can be an effective process for realizing the mass production of PVDF-based flexible electronics.

Seismic Performance Evaluation of Concrete-filled U-shaped Mega Composite Beams (콘크리트 채움 U형 메가 합성보의 내진성능 평가)

  • Lee, Cheol Ho;Ahn, Jae Kwon;Kim, Dae Kyung;Park, Ji-Hun;Lee, Seung Hwan
    • Journal of Korean Society of Steel Construction
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    • v.29 no.2
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    • pp.111-122
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    • 2017
  • In this paper, the applicability of a 1900mm-deep concrete-filled U-shaped composite beam to composite ordinary moment frames (C-OMFs) was investigated based on existing test results from smaller-sized specimens and supplemental numerical studies since full-scale seismic testing of such a huge sized beam is practically impossible. The key issue was the web local buckling of concrete-filled U section under negative bending. Based on 13 existing test results compiled, the relationship between web slenderness and story drift capacity was obtained. From this relationship, a 1900mm-deep mega beam, fabricated with 25mm-thick plate was expected to experience the web local buckling at 2% story drift and eventually reach a story drift over 3%, thus much exceeding the requirements of C-OMFs. The limiting width to thickness ratio according to the 2010 AISC Specification was shown to be conservative for U section webs of this study. The test-validated supplemental nonlinear finite element analysis was also conducted to further investigate the effects of the horizontal stiffeners (used to tie two webs of a U section) on web local buckling and flexural strength. First, it is shown that the nominal plastic moment under negative bending can be developed without using the horizontal stiffeners, although the presence of the stiffeners can delay the occurrence of web local buckling and restrain its propagation. Considering all these, it is concluded that the 1900mm-deep concrete-filled U-shaped composite beam investigated can be conservatively applied to C-OMFs. Finally, some useful recommendations for the arrangement and design of the horizontal stiffeners are also recommended based on the numerical results.