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author:

庄一舟 (庄一舟.) [1] | 王胜智 (王胜智.) [2] | 樊争辉 (樊争辉.) [3] | 陈斌 (陈斌.) [4] | 韩裕添 (韩裕添.) [5]

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Abstract:

对6根具有不同扩孔参数的微型桩进行室内足尺低周循环侧向加载试验,得到滞回曲线和骨架曲线,并计算耗能能力和延性系数,对其抗震性能进行评估.所得结论可为新型抗震型半整体式桥台桥梁的实际应用打下基础,对整体式桥台桥梁支承桩的扩孔技术也有一定借鉴意义.

Keyword:

半整体式桥台桥梁 延性 扩孔微型桩 抗震性能 耗能能力

Community:

  • [ 1 ] 福州大学土木工程学院,福建福州350116
  • [ 2 ] 福建永福工程顾问有限公司,福建福州350108

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Source :

福州大学学报:自然科学版

ISSN: 1000-2243

CN: 35-1337/N

Year: 2016

Issue: 4

Volume: 0

Page: 510-515

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count: -1

30 Days PV: 0

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