본문

  1. Home
6 Results:SS:RC PP:국제구조공학회 0.46 sec.
RSS 
다국어입력
 상세검색
 신착검색
선택출력 선택엑셀내보내기
1
Modal and structural identification of a R.C. arch bridge
Modal and structural identification of a R.C. arch bridge
C. Gentile (Italy), | 국제구조공학회(TECNO-PRESS) | 2006 ,
2
Time-dependent stresses and curvatures in cracked R.C. sections under working loads
Time-dependent stresses and curvatures in cracked R.C. sections under working loads
Rajeh Z. Al-Zaid, | 국제구조공학회(TECNO-PRESS) | 2004 ,
3
Stress Path Adapting Strut-and-Tie Models In Cracked and Uncracked R.C. Elements
Stress Path Adapting Strut-and-Tie Models In Cracked and Uncracked R.C. Elements
Fabio Bionkiini, Franco Bontempi and Pier Giorgio, | 국제구조공학회 | 2001 ,
4
Structural Analysis of Cracked R.C. Members Subjected To Sustained Loads and Imposed Deformations
Structural Analysis of Cracked R.C. Members Subjected To Sustained Loads and Imposed Deformations
F. Mola, M.C. Gatti and G. Meda (Italy), | 국제구조공학회 | 2001 ,
5
Retrofitting By Adhesive Bonding Steel Plates To The Sides of R.C. Beams Part 2: Debonding of Plates Due To Shear and Design Rules
Retrofitting By Adhesive Bonding Steel Plates To The Sides of R.C. Beams Part 2: Debonding of Plates Due To Shear and Design Rules
Deric. J. Oehlers, Ninh T. Nguyen and Mark A. Bra, | 국제구조공학회 | 2000 ,
6
Retrofitting By Adhesive Bonding Steel Plates To The Sides of R.C. Beams Part1: Debonding of Plates Due To Flexure
Retrofitting By Adhesive Bonding Steel Plates To The Sides of R.C. Beams Part1: Debonding of Plates Due To Flexure
Deric. J. Oehlers, Ninh T. Nguyen and Mark A. Bra, | 국제구조공학회 | 2000 ,
처음1마지막