Výsledky vyhledávání - "Cheng Hsing Chen"

Evaluation of base grouting for the bearing behavior of barrette piles socketed in a gravel formation

Autor: Ching-Han Yu, Chew-Chin Koh, Pao-Chuan Kwan, Hsu Min-Chih, Cheng Hsing Chen

Publikováno v: Journal of the Chinese Institute of Engineers. 40:492-502

A comprehensive analysis for the effects of base grouting on barrette piles was carried out based on six compressive load tests on piles located in a newly developed residential area of the Taipei basin. All piles were socketed for a length of 3 m in

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::33fdaff455ae060d10b9e54a05459acb
https://doi.org/10.1080/02533839.2017.1347063

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An investigation on the seismic response of free-standing dry storage cask for spent fuel

Autor: Cheng Hsing Chen, Yung Yen Ko, Ya Han Hsu, Hsuan Chih Yang, Chin Cheng Huang

Publikováno v: Journal of the Chinese Institute of Engineers. 38:9-23

For most dry storage facilities for spent fuel worldwide, storage casks are freestanding on concrete pads. Thus, relative motion between the cask and the pad may be induced during earthquakes, leading to stability concerns. In this study, the seismic

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::12cec97be3c7be99620069d7787702d1
https://doi.org/10.1080/02533839.2014.929713

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Forensic Diagnosis on Flood-Induced Bridge Failure. II: Framework of Quantitative Assessment

Autor: Helsin Wang, Cheng Lin, Chung Yue Wang, Shih Chun Hsieh, Tso Ren Wu, Mei Hui Chuang, Cheng Hsing Chen, Jiunn-Shyang Chiou, Yung Yen Ko

Publikováno v: Journal of Performance of Constructed Facilities. 28:85-95

ThefailureoftheShuang-YuanBridgeinTaiwancausedby floodsassociatedwithTyphoonMorakotinAugust2009promptedthis forensic investigation into its causes. The investigation found multiple factors for the bridge failure: (1) flood flows, (2) river-bend-induc

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::c56118db0024b65ef941cdc9f9b439d1
https://doi.org/10.1061/(asce)cf.1943-5509.0000393

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Evaluation of Flood-Resistant Capacity of Scoured Bridges

Autor: Chung Yue Wang, Helsin Wang, Cheng Hsing Chen, Yu Ching Tsai, Jiunn-Shyang Chiou, Yung Yen Ko

Publikováno v: Journal of Performance of Constructed Facilities. 28:61-75

The exposure of pier foundations owing to scour significantly reduces the foundation-bearing capacity and diminishes the flood-resistant capacity of a bridge. This paper proposes a nonlinear quasi-static analysis procedure for the performance of brid

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::a8f81396a66f7d9239d8f861b3da9eb1
https://doi.org/10.1061/(asce)cf.1943-5509.0000381

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Lateral hysteretic behavior of an aluminum model pile in saturated loose sand

Autor: Chia-Han Chen, Wei-Lun Tai, Jiunn-Shyang Chiou, Cheng Hsing Chen

Publikováno v: Journal of the Chinese Institute of Engineers. 37:313-324

Pushover tests of an aluminum model pile in saturated loose sand were conducted at the National Center for Research on Earthquake Engineering of Taiwan (NCREE). The test data are analyzed to investigate the lateral hysteretic response of the pile. Th

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::d8290c9b7cd78f486bc6849f171b873f
https://doi.org/10.1080/02533839.2013.799929

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A study of the Newmark sliding block displacement functions

Autor: Cheng-Hsing Chen, Gwo-Shyang Hwang

Publikováno v: Bulletin of Earthquake Engineering. 11:481-502

The Newmark sliding block displacement function, the curve showing the relation between the sliding response and the critical acceleration ratio, is important because its applications have been widespread in seismic designs of earth structures. The a

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::554bee0f9249805679cacc4901be5d30
https://doi.org/10.1007/s10518-012-9403-6

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Investigating Influencing Factors on the Ductility Capacity of a Fixed-Head Reinforced Concrete Pile in Homogeneous Clay

Autor: Yu Ching Tsai, Cheng Hsing Chen, Jiunn-Shyang Chiou

Publikováno v: Journal of Mechanics. 28:489-498

This study performs parametric analyses on the displacement ductility capacity of a fixed-head reinforced concrete pile in homogeneous clay, considering the spread of plasticity in the pile. The parametric study regards the pile as a limited ductilit

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::4d5b975aaa81f131fd78357e72f6f256
https://doi.org/10.1017/jmech.2012.58

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Field measurements of aerodynamic pressures in tunnels induced by high speed trains

Autor: Yung Yen Ko, Shin Tsyr Wang, Cheng Hsing Chen, Ing Tsang Hoe

Publikováno v: Journal of Wind Engineering and Industrial Aerodynamics. 100:19-29

The passage of high speed trains causes aerodynamic effects in tunnels, and considerable pressure transients are generated because of the restricted airspace within the tunnel. This leads to passenger discomfort, noise surrounding the tunnel, resista

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::fbcb342587eb1a110650809de0bff892
https://doi.org/10.1016/j.jweia.2011.10.008

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