LATERAL STIFFNESS OF UN-REINFORCED MASONRY CIRCULAR COLUMNS UNDER CRACKED CONDITIONS

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GUREL M.A.; KISA M.; CILI F.

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Journal Paper

Paper Information

Journal: TURKISH JOURNAL OF ENGINEERING AND ENVIRONMENTAL SCIENCES Year:2007 | Volume:30 | Issue:- Page(s): 57-68

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Information Journal Paper

Title

LATERAL STIFFNESS OF UN-REINFORCED MASONRY CIRCULAR COLUMNS UNDER CRACKED CONDITIONS

Author(s)

GUREL M.A. | KISA M. | CILI F. | Issue Writer Certificate

Keywords

Not Registered.

Abstract

Cites

A STUDY OF ELASTIC BUCKLING OF MASONRY COLUMNS

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APA: Copy

GUREL, M.A., KISA, M., & CILI, F.. (2007). LATERAL STIFFNESS OF UN-REINFORCED MASONRY CIRCULAR COLUMNS UNDER CRACKED CONDITIONS. TURKISH JOURNAL OF ENGINEERING AND ENVIRONMENTAL SCIENCES, 30(-), 57-68. SID. https://sid.ir/paper/548363/en

Vancouver: Copy

GUREL M.A., KISA M., CILI F.. LATERAL STIFFNESS OF UN-REINFORCED MASONRY CIRCULAR COLUMNS UNDER CRACKED CONDITIONS. TURKISH JOURNAL OF ENGINEERING AND ENVIRONMENTAL SCIENCES[Internet]. 2007;30(-):57-68. Available from: https://sid.ir/paper/548363/en

IEEE: Copy

M.A. GUREL, M. KISA, and F. CILI, “LATERAL STIFFNESS OF UN-REINFORCED MASONRY CIRCULAR COLUMNS UNDER CRACKED CONDITIONS,” TURKISH JOURNAL OF ENGINEERING AND ENVIRONMENTAL SCIENCES, vol. 30, no. -, pp. 57–68, 2007, [Online]. Available: https://sid.ir/paper/548363/en

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