Khalili, A., & Alahi, F. N. INFLUENCE OF BEAM HEIGHT-COLUMN WIDTH RATIO ON SEISMIC BEHAVIOR OF RC MOMENT RESISTING FRAMES. Sharif University of Technology.
Chicago Style (17th ed.) CitationKhalili, A., and F. Nateghi Alahi. INFLUENCE OF BEAM HEIGHT-COLUMN WIDTH RATIO ON SEISMIC BEHAVIOR OF RC MOMENT RESISTING FRAMES. Sharif University of Technology.
MLA (9th ed.) CitationKhalili, A., and F. Nateghi Alahi. INFLUENCE OF BEAM HEIGHT-COLUMN WIDTH RATIO ON SEISMIC BEHAVIOR OF RC MOMENT RESISTING FRAMES. Sharif University of Technology.
Warning: These citations may not always be 100% accurate.