@article{oai:muroran-it.repo.nii.ac.jp:00006028,
 author = {溝口,  光男 and MIZOGUCHI, Mitsuo and 荒井,  康幸 and ARAI, Yasuyuki and 細谷, 孝司 and HOSOYA, Koji},
 journal = {Transactions of the Japan Concrete Institute},
 month = {Feb},
 note = {application/pdf, Six reinforced concrete shear wall models were built and tested to investigate effects of cyclic lateral loading and an eccentric tensile axial force on their shear strength behavior. The following are confirmed from this test result. When the elongation at the bottom of the boundary column on the compression side for a lateral force is small, the shear strength of shear walls subjected to a tensile axial force at the boundary column can be evaluated by conventional shear strenght equations, regardless of cycilc lateral loading and the eccentric tensile axial force. However when this elongation of the boundary column increases, the test maximum value is much lower than the value calculated from conventional equations.},
 pages = {351--358},
 title = {Shear Strength of Reinforced Concrete Shear Walls under Eccentric Tensile Axial Force},
 volume = {23},
 year = {2002},
 yomi = {ミゾグチ, ミツオ and アライ, ヤスユキ and ホソヤ, コウジ}
}