Stress Analysis Result of a Bridge Pier
	MIDAS IT Co., Ltd.
	Display of Principal Stress Contour of a Bridge Pier modeled with Solid Elements on a cross-section using the Cutting Plane function

	BR07 Yosu-Goheung Bridge No. 7
	Yooshin Corporation
	3-Span suspension bridge (130+600+130=860m) – Conventional steel box girders were used to minimize the fabrication cost and the effects of wind loading.

	Detail Analysis of a Tunnel Exit
	MIDAS IT Co., Ltd.
	Detail Analysis of a Tunnel Exit modeled with plate elements presenting a Stress Distribution Diagram through a Cutting Plane. The top left diagram represents the Top View.

	Detail Analysis of a Tunnel connected by
	MIDAS IT Co., Ltd.
	Detail Stress Analysis of a Tunnel at the connection part of an Emergency Exit represented in Stress Contour and a Stress Distribution Diagram through a Cutting Plane

	Structural modeling of a subway station
	Dodam Engineering Corp.
	Total analysis model of a subway station structure using beam and plate elements