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Pasternak Model Formulation of Elastic Displacements in the Case of aRigid Circular Foundation
Pasternak Model Formulation of Elastic Displacements in the Case of aRigid Circular Foundation
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008100607s2007 ulka a eng■022 ▼a13467581
■1001 ▼aHideaki Tanahashi
■24510▼aPasternak Model Formulation of Elastic Displacements in the Case of aRigid Circular Foundation▼d저 Hideaki Tanahashi
■260 ▼a서울▼b대한건축학회▼c2007.
■300 ▼app. 167-174
■773 ▼tJournal of Asian Architecture Building Engineering▼gVol. 6 No. 1 (2007. 5)▼d2007, 05
■SIS ▼aS040247▼b60077880▼h8▼s2▼fP
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