刘玉姝

发表

Top-bottom T-shaped steel type node for connecting H-shaped steel beam with rectangular tubular column through unilateral bolts

李国强, 张龙, 刘玉姝, 2013 .

Connected node of end plate type H-shaped steel beam and rectangular pipe column split bolt

李国强, 刘康, 刘玉姝, 2011 .

Full-bolt splicing node for inner sleeve slotted closed-section pillar

李国强, 刘康, 刘玉姝, 2013 .

T-shaped bolt oblong hole splicing panel point of inner sleeve of square steel tube

李国强, 刘康, 张龙, 2012 .

Inner sleeve cylinder T-shaped bolt long circular hole splicing node for square steel tube and construction method for inner sleeve cylinder T-shaped bolt long circular hole splicing node

李国强, 刘康, 张龙, 2012 .

Rectangular pipe column splicing inner sleeve pipe through bolt connection node and construction method thereof

李国强, 杨晓杰, 孙建运, 2012 .

Square steel core filling inner sleeve and opposing screw bolt splicing joint and construction method of splicing joint

李国强, 刘康, 杨晓杰, 2012 .

H steel end plate of the rectangular beam column and bolt connection node

李国强, 刘康, 刘玉姝, 2011 .

FEMA P695-Quantification of Building Seismic Performance Factors简介

李国强, 郭小康, 刘玉姝, 2013 .