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检索条件"主题词=Simplified boundary element method"
3 条 记 录,以下是1-10 订阅
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simplified boundary element method for Kinematic Response of Single Piles in Two-Layer Soil
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JOURNAL OF APPLIED MATHEMATICS 2013年 第unknown期2013卷 241482-1-241482-13页
作者: Liang, Fayun Chen, Haibing Guo, Wei Dong Tongji Univ Minist Educ Key Lab Geotech & Underground Engn Shanghai 200092 Peoples R China Tongji Univ Dept Geotech Engn Shanghai 200092 Peoples R China Univ Wollongong Sch Civil Min & Environm Engn Wollongong NSW 2522 Australia
A simple approach is formulated to predict the elastic, kinematic pile bending during harmonic or transient excitation for a circular pile (rather than a simplified thin strip). The kinematic response of a pile embedd... 详细信息
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Pseudostatic approach for seismic analysis of pile group
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COMPUTERS AND GEOTECHNICS 2010年 第1-2期37卷 25-39页
作者: Elahi, H. Moradi, M. Pouios, H. G. Ghalandarzadeh, A. Univ Tehran Sch Civil Engn Tehran 113654563 Iran
This paper evaluates a simple approximate pseudostatic method for estimating the maximum internal forces and horizontal displacements of pile group subjected to lateral seismic excitation. The method involves two main... 详细信息
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Pseudostatic Seismic Response Analysis of a Pile Group in a Soil Slope
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GEOTECHNICAL AND GEOLOGICAL ENGINEERING 2018年 第2期36卷 855-874页
作者: Elahi, H. Poulos, H. G. Hajimollaali, H. Elahi, A. Univ Sci & Culture Dept Civil Engn Tehran 113654563 Iran Coffey Geotech 8-12 Mars Rd Lane Cove West NSW 2066 Australia
This paper presents a simple approximate pseudostatic method for estimating the maximum internal forces and horizontal displacements of a pile group located in a soil slope. The method is extension of an existing simi... 详细信息
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