Zobrazeno 1 - 10
of 37
pro vyhledávání: '"张 营"'
Publikováno v:
Journal of Mechanical & Electrical Engineering; Jun2024, Vol. 41 Issue 6, p980-991, 12p
Publikováno v:
Journal of Harbin Institute of Technology. Social Sciences Edition / Haerbin Gongye Daxue Xuebao. Shehui Kexue Ban; May2024, Vol. 56 Issue 5, p56-63, 8p
Publikováno v:
Jianzhu Gangjiegou Jinzhan, Pp 116-124 (2019)
南京牛首山树状结构的施工空间狭小、施工平台薄弱和大型设备不能进驻,根据其特殊施工环境提出了自平衡提升工法。对自平衡提升过程中可能产生的平面外位移问题,设计了双支撑胎架方
Externí odkaz:
https://doaj.org/article/c0721e876bbd410c8a484da33f4a9ab2
Publikováno v:
Shandong Medical Journal. 9/15/2021, Vol. 61 Issue 26, p6-9. 4p.
Autor:
null 张营莉
Publikováno v:
工程管理与技术探讨. 4:85-87
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7212daed8a7fef801bd1af829839cc19
https://doi.org/10.37155/2717-5189-0415-30
https://doi.org/10.37155/2717-5189-0415-30
Publikováno v:
Electronic Components & Materials; Sep2023, Vol. 42 Issue 9, p1071-1078, 8p
Publikováno v:
China Surfactant Detergent & Cosmetics (2097-2806); Sep2023, Vol. 53 Issue 9, p1065-1072, 8p
Publikováno v:
Oil Drilling & Production Technology / Shiyou Zuancai Gongyi; 2023, Vol. 45 Issue 3, p358-367, 10p
Publikováno v:
Jianzhu Gangjiegou Jinzhan, Vol 11, Pp 21-27 (2009)
单斜杆偏心支撑钢框架是偏心支撑结构中常用的一种抗震耗能结构形式,但是其耗能梁段与柱直接相连,既要保证梁端的抗弯承载力足够大,又要保证耗能梁段充分发展剪切塑性变形,以便耗散更
Externí odkaz:
https://doaj.org/article/f676547bc2da4573978194054dc43073
Publikováno v:
Jianzhu Gangjiegou Jinzhan, Vol , Pp 8-13 (2008)
D型偏心支撑钢框架是偏心支撑结构中常用的一种抗震耗能结构形式,但是其耗能梁段与柱直接相连,为了满足抗震设计要求,一般需要对梁柱连接节点处采取一些加强措施。本文提出了一种新型
Externí odkaz:
https://doaj.org/article/8e1602121a99426bac421365136fbf6d