LEADER 02454nam 2200577 450 001 9910811094003321 005 20240131152153.0 010 $a1-4438-5525-1 035 $a(CKB)2550000001182152 035 $a(EBL)1595351 035 $a(SSID)ssj0001168854 035 $a(PQKBManifestationID)11647216 035 $a(PQKBTitleCode)TC0001168854 035 $a(PQKBWorkID)11151699 035 $a(PQKB)11025574 035 $a(Au-PeEL)EBL1595351 035 $a(CaPaEBR)ebr10828280 035 $a(CaONFJC)MIL562178 035 $a(OCoLC)868489082 035 $a(FINmELB)ELB149824 035 $a(MiAaPQ)EBC1595351 035 $a(EXLCZ)992550000001182152 100 $a20140129d2013 uy| 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 10$aStructural investigation for reinforcing congestion alleviation in concrete members and connections /$fby Thomas Kang and Woosuk Kim 210 1$aNewcastle upon Tyne :$cCambridge Scholars Publishing,$d2013. 215 $a1 online resource (145 p.) 300 $aDescription based upon print version of record. 311 $a1-4438-5236-8 311 $a1-306-30927-1 320 $aIncludes bibliographical references. 327 $aTABLE OF CONTENTS; LIST OF FIGURES; LIST OF TABLES; ABSTRACT; CHAPTER ONE; CHAPTER TWO; CHAPTER THREE; CHAPTER FOUR; CHAPTER FIVE; CHAPTER SIX; CHAPTER SEVEN; REFERENCES 330 $aIn this book, three potential solutions to the issue of steel congestion in reinforced concrete (RC) structures are researched. The first method examines RC mixed with steel fibers. The use of steel fibers instead of stirrups results in the reduction of reinforcing congestion in a manner which is both effective in reducing the effects of congestion and practical to implement. In the second method, reinforcing congestion in RC or prestressed concrete (PC) structures is effectively reduced by t... 606 $aReinforced concrete construction 615 0$aReinforced concrete construction. 676 $a620.1 676 $a624.1 676 $a624.1/834 700 $aKang$b Thomas$01642895 701 $aKim$b Woosuk$01642896 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910811094003321 996 $aStructural investigation for reinforcing congestion alleviation in concrete members and connections$93987829 997 $aUNINA