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COMPOSITE AND HYBRIDSTRUCTURES
Edited by
Y. XIAO and S.A. MAHIN
Vol.l
Proceedings of the
Sixth ASCCS International Conference on Steel-ConcreteComposite Structures
Los Angeles, California, USAMarch 22-24, 2000
Organized by:Association for International Cooperation and Research in Steel-Concrete
Composite Structures (ASCCS)
Co-organized by:American Concrete Institute (ACI)
American Society of Civil Engineers (ASCE)American Institute of Steel Construction (AISC)
Architectural Institute of Japan (AIJ)Association of New Urban Housing Technology of Japan
Chinese Association of Steel-Concrete Composite Structures (CASCCS)Earthquake Engineering Research Institute (EERI)
Japan Concrete Institute (JCI)Japan Society of Civil Engineers (JSCE)
Japan Society of Steel Construction (JSSC)Kozai Club of Japan (KCJ)
Structural Engineers Association of California (SEAOC)and
University of Southern California (USC)
UB/TIB Hannover 89121 262 405
TOC
Contents
Vol. - 1 .
Keynote Papers
Composite and Hybrid Constructions in North America 3COLACO, Joseph P.
Composite Construction in Europe: Recent Development 11ANDERSON, David
US-Japan Cooperative Earthquake Research Program on Composite and HybridStructures: An Overview 23
GOEL, Subhash C; YAMANOUCHI, Hiroyuki and NISHIYAMA, IsaoHanshin Expressway Recovery From The Great HanshinEarthquake 35
HAYASHI, HidenaoAdvanced Composite Materials in Civil Engineering Applications 47
SEIBLE, Frieder; BURGUENO, Rigonerto
Hybrid Tall Building Structures
A New Structural System for High Buildings With CFST Columns 63LIU, Dalin; ZHONG, Shan-Tong
Mixed Structures of Composite Materials (MSCM) in Front of the XXI CenturyExamples 69
CISMIGIU, Alexandra I.; CISMIGIU, Mihaela A.Application of Concrete Filled Steel Tubular Column in Super High-RiseBuilding - SEG Plaza 77
WU, Guo Lin; HUA Yi;Design Example of Core-RC and Exterior-Steel-Frame CombinedHigh-Rise Building 85
KURIBAYASHI, Hiroyuki; NAKANO, Tokie; YAMADA, Shouichi;IZUI, Futoshi; GOTOH, Kazuhiro;
Constructability and Seismic Performance of Composite RCSMoment Frames 93
BRACCI, Joseph M.; BUGEJA, Michael N.; MOORE, Walter P.
Seismic Analysis and Design
Composite and Hybrid Systems for Lateral Loads 103ROEDER, Charles W.
I - L
Seismic Damage Indices and Near-Collapse Performance Assessment in CompositeMoment Frames I l l
MEHANNY, Sameh S. F.; DErERLEIN, Gregory G.
Dynamic Response Analysis of SRC-RC Building Structure with or without ConsideringBond Between Steel and RC 119
LI, Kangning; KUBO, Tetsuo; and XIAO, Yan
A Connection Macro-Element For Inelastic Dynamic Analysis of Hybrid Walls 127KUNNATH, Sashi; EL-TAWIL, Sherif; HASSAN, Mohamed;
and KUENZLI, Christopher
Merits of CFT Column System:Results of Trial Design of Theme Structures 135UCHIKOSHI, Mizuaki; HAYASHI, Yukio; and MORINO, Shosuke
Seismic Response of Multi-Story Buildings Composed of SRC Members in the LowerStories and RC Members in the Upper Stories 143
KAWANO, Akihiko; MATSUI, ChiakiEarthquake Response Behavior of Multi-Story Weak-Beam-Frame Including RestoringForce Characteristics of First Floor's Column-Base 151
KAWANO, Akio; YAKAKI, Yukiko; and MATSUI, Chiaki
Hybrid Bridge Design
A New Suspension Bridge Under Construction in Romania 161POPA, Victor
Experimental Study On Whole-Process Behavior of CFST Rib Arch Under In-PlaneLoads 167
CHEN, Baochun; CHEN, YoujieTorsional Behavior of Prestressed Concrete Box Bridges with Corrugated Steel Webs ...173
MO, Y.L.; JENG, Chyuan-Hwan
Composite Girder Bridge with Channel-Shaped Precast PC Deck Slabs 181HINO, Shinichi; TSUTSUMI, Tadahiko; YAMAGUCHL Kohei;MATSUI, Shigeyuki; OHTA, Toshiaki
Feasibility-Study of a Proposed Cut and Cover Tunnel Structure Applying Steel-RCComposite Wall 189
KANAJI, Hidesada; SUDA, Kumiko; and ONO, KoichiSteel Concrete Composite Railway Bridge Structure on Narmada River in India 197
DUBEY, R.S.Recent Development of CFST Arch Bridge in China 205
ZHEN, Zhen Fei; CHEN, Baochun; WU, Qingxiong
The Design of Shenzhen Beizhan Bridge 213LI, Yong; NTE, Jianguo; CHEN, Baochun; CHEN, Yiyan; and LI Guowei
Seismic Design of Steel-Encased, Concrete Column Connections to Footings 221SAUDI, M.; DARWISH, I.; and SANDERS, D.
Development and Construction of Steel Plate Concrete Composite Deck - SC Deck 229TANAKA, Kazuo; MATSUI, Shigeyuki; and WATANABE, Hiroshi
I-ii.
Design for Temperature and Fire
Analysis of the CFST Arch Bridges Temperature Inner Force 239CHEN, Boachun; LIN, Ying; XU, Aimin
Fire Resistance of Concrete Filled Steel Tubes 247HAN, Lin-Hai; XU, Lei
Behavior of Composite Structures Exposed to Natural Fires 255SCHAUMANN, Peter; UPMEYER, Jens
Temperature Analysis of Steel-Concrete Composite Slim Floor StructuresExposed to Fire 263
MA, Zhongcheng; MAKELAINEN, Pentti
Structural Characteristics of CFT Columns Subject to Fire Loading and AxialForce 271
KIM, Dong-Kyu; CHOI, Sung-Mo; CHUNG, Kyung-SooEnhancing the Fire Resistance of Steel Columns Through Composite Construction 279
KODUR, V.K.R.; and SULTAN, M.A.
Interaction and Stress Transfer Mechanisms
Failure of Steel-Concrete Connections at the Kursaal Auditorium 289SERNA, Miguel A.; PUENTE, Inigo; CLEMOS, Luis; LOPEZ, Aitziber;CANTONNET, Jose I.
Perforated Shear Connector for Composite Steel and Concrete Beams 297MACHACEK, Josef; STUDNICKA, Jiri; KRPATA, Ales; SVITAKOVA, Marcela;
Non-traditional Shear Connections in Steel-Concrete Composite Structures 305ROVNAK, Marian; DURICOVA, Antonia; IVANCO, Vladimir
Constitutive Laws for Transferred Shear Force and Relative DisplacementRelationship of Shear Connector in Steel-Concrete Sandwich Beam 313
SAIDI, Taufiq; FURUUCHI, Hitoshi; UEDA, TamonStrength and Behavior of Grouped Stud Connectors 321
OKADA, Jun; LEBET, Jean-Paul
Composite Structural Components
Superposed Strength of Slender SRC Beam-Columns with Various Steel Sections 331FUJINAGA, Takashi; TSUDA, Keigo; MATSUI, Chiaki
Compressive Behavior of Square High-Strength Concrete Columns Reinforced with W-Shape Steel 339
MARTIROSSYAN, Armen; XIAO, YanDesign Criteria for Biaxially Loaded Concrete-Encased Composite Columns 347
MUNOZ, Pedro R.; HSU, Cheng-Tzu ThomasStable Limit Axial Force and Deformation Capacity of Steel Reinforced Concrete Beam-Columns 355
LI, Li.; MATSUI, Chiaki
I-iii.
Elastic-Plastic Behaviors of Core Steel Composite Columns 363SAKAL Junichi; MATSUI, Chiaki; MINAMI, Kouichi
Shear Force of Reinforced Unbonded Brace Cover at its End 371YOSHIDA, Keito; MITANI, Isao; ANDO, Nobuyoshi
Biaxial Shear Behavior of Steel Reinforced Concrete Column 377INOUE, Motoshi; TSUTSUI, Shigeyuki; NISHIMURA, Yasushi;
MINAMI, Koichi
Seismic Behavior of High-Strength Composite Steel and Concrete Columns 383XIAO, Yan; ANDERSON, J. C ; and YAPRAK, T. T.
Behavior and Design of Concrete Filled Tubular (CFT) ColumnsResearch on the Bearing Capacity of Early-Strength Concrete Filled Square SteelTube 395
WEI, Zhuobin; HAN, LinhaiStress-Strain Behavior of Concrete-Filled Square Steel Tubes 403
ZHANG, Sumei; ZHOU, MingA Hybrid Experimental-Numerical Procedure for Interfacial Stress Distribution ofConcrete-Filled Tubular Steel Columns 411
SHEN, J.D.; LIANG, Z.; LEE, G.C.
Experimental Studies on the Strength with High Slenderness Ratio Concrete Filled SteelTubular Columns 419
HAN, Lin-Hai; YAN, Shan-ZhangStructural Behavior of Circular Composite Columns Under Various Means of LoadApplication 427
JOHANSSON, Mathias; CLAESON Christina; GYLLTOFT, Kentand AKESSON, Magnus
The Comparison of the Composite Rigidities with the Conversion Rigiditiesfor Concrete Filled Steel Tubular (CFST) Members 435
ZHONG, Shan-TongPractical Analysis for High-Strength CFT Columns Under Eccentric Compression 441
NAKAHARA, Hiroyuki; SAKINO, KenjiBehavior of Steel-Concrete Composite Columns 449
LAKSHMI, B.; SHANMUGAM, N.E.
Simplified Design Formula of Slender Concrete Filled Steel Tubular Beam-Columns ....457TSUDA, Keigo; MATSUI, Chiaki; CHUNG, Jinan; FUJINAGA, Takashi
Simplified Strength Formula of Concrete Filled Steel Tubular Beam-Columns 465CHUNG, Jinan and MATSUI, Chiaki; TSUDA, Keigo
Flexural Capacities of Concrete Filled Square Steel Tubular Beam- Columnswith High Strength Concrete 473
SAKINO, Kenji; NAKAHARA, Hiroyuki
I-iv.
The Maximum Strength of Exterior Concrete Filled Tube Columns in MomentResisting Steel Frames with Weak Beams 481
LEE, Myung Jae; SHIN, Yong WooUltimate Lateral Strength of R/C Short Columns Confined Laterally by a Steel SquareTube Under Low Axial Loads 489
YOSHIMURA, Koji; KIKUCHI, Kenji; KUMAMOTO, Akihiro; KUROKI, Masayuki;OKINO, Munefumi; KOJA, Takayuki; TANAKA, Yoshiharu
Double Skin Composite Tubular Columns Subjected to Cyclic Horizontal Forceand Constant Axial Force 497
YAGISHITA, Fumio; KITOH, Hiroaki; SUGIMOTO, Masato;TANIHIRA, Tsutomu; SONODA, Keiichiro
Seismic Performance of Hybrid RC Columns Highly Confined in Square Steel Tubeand PC Bar Prestressing 505
YAMAKAWA, Tetsuo; OGAWA, Katsuyuki; KURASHIGE, Masayoshi
Performance of Concrete Filled Steel Tubular Columns under Cyclic and EarthquakeLoading Combination 513
XU, Ji-ShanEffectiveness of Interior Stiffeners on Axially Loaded Concrete-Filled Square TubularSteel Columns 521
LIU, G.-Y.; HUANG, C.-S.; YEH, Y.K.; WENG, Y. -T.; WANG, S.-H.; TSAI, K.-C.
Seismic Behavior and Design of Concrete Filled Tube (CFT) Structures
Recent Developments on CFT Column Systems: US-Japan Cooperative EarthquakeResearch Program 531
MORINO, ShosukeCyclic Testing of Composite Concrete-Filled Steel Pipe Column Base Detail 539
BRUNEAU, Michel; MURSON, JuliaSeismic Behavior of High Strength Square CFT Beam-Columns 547
VARMA, Amit H.; RICLES, James, M.; SAUSE, Richard; LU, Le-WuBehavior of Beam-to-Column Connection of CFT Column Systemunder Seismic Force 557
FUJIMOTO, Toshiaki; INAI, Eiichi; TOKINOYA, Hiroyoshi; KAI, Makoto;MORI, Koji; MORI, Osamu; and NISHIYAMA, Isao
Elasto-Plastic Behavior of Steel Beam to Square Concrete Filled Steel Tube (CFT)Column Connections 565
FUKUMOTO, Toshiyuki; MORITA, Koji
Aseismic Experimental Research on the Concrete-Filled Steel Tubular Column Jointwith Reinforced Concrete Beam and Slab 573
YU, Lei; XU, Shu-Fang; JIANG, Wei-ShanConnection Behaviors of Steel Beam to Concrete-Filled Circular Steel Tubes 581
CHENG, C-T; HWANG, Po-Shang.; CHUNG, Lap-Loi
I-v.
Full-scale testing of Seismically Resistant Moment Connections for Concrete FilledTube Column-to-WF Beam Hybrid Systems 591
PENG, Shih-Wei; RICLES, James M.; LU, Le-WuThe Hysteretic Behavior of High-Strength Concrete Filled Steel Tubular Members underCompression and Bending 599
WANG, Zhan; ZHEN, Yonghai
Deformation Capacity and Hysteretic Model of Concrete Filled Steel Tubular Beam-Columns 605
JJMAI, Eiichi; NOGUCHI, Takashi; MORI, Osamu; and FUJIMOTO, Toshiaki
Vol. - II.Composite Slab and Beam Design
The Development of a Stem Girder System 615WRIGHT, Howard D.; KIM, Bosksun; CAIRNS, Roy
Serviceability of Semi-Continuous Composite Beams in Buildings 623UY, Brian; BELCOUR, Pierre F.G.
Experimental Study on Composite Steel-Concrete Beams under Combined Bendingand Torsion 631
NIE, Jianguo; LUO, Ling; and HU, Shaowei
Fatigue of Composite Beams with Large Web Openings 639DORKA, Uwe E.; BODE, Helmut
Reinforcing Method for R/C Suspended Slabs in Steel Building Structures 647YOSHIMURA, K.; KIKUCHI, K.; KUROKI, M.; IIDA, I.; OKITA, K.;MAEDA, T.; SASAKI, T.; UEDA, N
Steel-Concrete Composite Plate Girder 655BASKAR, K.; SHANMUGAM, N.E.; THEVENDRAN, V.
Ultimate Strength of Double Skin Composite (DSC) Slabs 663KUMAR G.; SHANMUGAM, N.E.; THEVENDRAN, V.
Allowable Percentage of Redistribution of Negative Moments in Steel-PartiallyPrestressed Concrete Composite Continuous Beams 671
YU, Zhiwu; ZHOU, Linyu; LUO, Xiaoyong
Study on Composite Slim Floor Frames with Semi-Right Beam-to-ColumnConnections 679
MALASKA, Mikko; MAKELAINEN, Pentti
Bending Resistance of Composite Beams of Steel and Concrete in Hogging BendingAccording to Eurocode 4 687
MARKOVIC, Nenad; DERETIC-STOJANOVIC, Biljana
Composite Connection Design
The Rotational Behavior and a Proposal for the Design of Composite Joints 697BODE, H.; ODENBREIT, C.
I-vi
Composite Slab Effects on Strength and Stability of Steel Moment Connectionswith RBS or Welded Haunch Modification 705
YU, Qi-Song; NOEL, Shane; UANG, Chia-MingTests of Reduced Beam Section Connections with Composite Floor Diaphragms 713
JONES, Scott L.; FRY, Gary T.
Experimental Evaluation of A Post-Tensioned Moment Connection for Steel andComposite Frames in Seismic Zones 721
PENG, Shih-Wei; RICLES, James M.; SAUSE, Richard; LU, Le-WuExperimental Studies of Composite-SMF Connections With Reinforced-Concrete-Encased Column and Steel Beams 729
CHOU, Chung-Che; UANG, Chia-MingExperimental Study on Simplified SRC Beam-Column Jointsin Construction Technology 737
TERAOKA, Masaru; MORITA, Koji; and SASAKI, SatoshiCyclic Behavior of Steel Shear Connections with Floor Slab 745
LIU, Judy; and ASTANEH-ASL, Abolhassan
Stress Transfer on Through Beam Type Steel Beam-Reinforced Concrete ColumnJoints 753
BABA, Nozomu; NISHIMURA, YasushiBearing Strength of Composite Joints Between Steel Beams and Reinforced ConcreteColumns 761
CHOI, Oan-Chul; KIM, Jong-Rak; YI, Won Kyu; SONG, Jin Kyu
Stress Transferring Mechanism of Joint Connected Steel Member with ReinforcedConcrete Member in Series 769
NISHIMURA, Yasushi; BABA, Nozomu
Hybrid and Composite Wall Structures
Strength and Behavior of Steel-Concrete Composite Bearing Wall 777HITAKA, Toko; MATSUI, Chiaki
Cyclic Behavior of Outrigger Beam-Wall Connections 785SHAHROOZ, Bahram M.; DEASON, Jeremy; TUNC, Gokhan
Lateral Load Behavior of Unbonded Post-Tensioned Hybrid Coupled Walls 793SHEN, Qiang; KURAMA, Yahya C.
Lateral-Load Behavior of Shear Walls with Structural Steel Boundary Columns 801WALLACE, John W.; ORAKCAL, Kutay; CHERLIN, Marcus E.; andSAYRE, Brian L.
Effect of Loading Velocity on Mechanical Behavior of SRC Shearwalls 809ESAKI, Fumiya; ONO, Masayuki
Retrofit and Repair
Seismic Upgrading of Non-Ductile RC Moment Frame Buildings 819SASANI, Mehrdad; BERTERO, Vitelmo V.; and ANDERSON, James, C.
I-vi i .
A 21-Story Structure Upgraded with a Composite Structural System 829ENGLEKIRK, R.; HO, Lawrence Y.; LI, Roger
Aseismic Structural Performance of Existing RC Frame Structures by External SteelBrace Reinforcement 837
MAKITANI, E.; ARIMA, H.
Retrofit of Rectangular Reinforced Concrete Columns Using Partially StiffenedRectilinear Steel Jackets 845
XIAO, Yan; and WU, Hui
Slab Effects on Retrofit Steel Moment Connections 853CTVJAN, Scott; ENGELHARDT, Michael; GROSS, John L.
Composite Retrofit for a 47-Story Steel Building 861COLACO, Joseph; FORD, Wally and ROBERTSON, Gene
Experimental Study on Adhered Steel Brace 869KEI, Takahiro; MIYAUCHI, Yasuyoshi; and FUJIMURA, Masahiko
Seismic Response of Steel Jacketed Circular Bridge Columns 877CHAI, Y.H.
FRP Composites for Retrofit and RepairEffect of GFRP Members in Retrofitting Damaged Steel Girder Bridge with RC Slab ...887
ABDULLAH, Basem; HINO, Shinichi; OHTA, Toshiaki;KATSUNO, Hisao
Experimental Study on Seismic Behavior of Reinforced Hollow Concrete Block MasonryWalls Strengthened with Carbon Fiber Sheets 895
KIKUCHI, K.; YOSHIMURA, K.; KEI, T.; TAKAHASHI, K.; LIU, L.;KODAMA, I.
Seismic Retrofitting of RC Columns with FRP Jackets 903SEIBLE, Frieder
Summary of Caltrans' FRP Composite Pre-qualification Program 911SHENG, Li-Hong; MASROOR, Tariq
Compressive Stress-Strain Behavior of Concrete Confined by Carbon Fiber Jackets 919WU, Hui; XIAO, Yan
Experimental Study on Seismic Behavior of R/C Short Columns Strengthened by CarbonFiber Sheets 927
YOSHIMURA, K.; KIKUCHI, K.; KUROKI, M.; OZAWA, K.;MASUDA, Y.; OKJNO, M.; KOJA, T.; TANAKA, Y.
Experimental Study of Circular Concrete Column Reinforced with Composite Tube ....935YAO, Jun; LI, Xiaojun, LI, Zongjin
Seismic Rehabilitation and Repair of Concrete Bridge Piers with FRPComposites 943
PANTELIDES, Chris P. ; MARRIOTT, Nicole; REAVELEY, Lawrence D.;GERGELY, Janos
I-viii.
Prefabricated Glass FRP Composite Jackets for Retrofitting Reinforced ConcreteColumns 951
XIAO, Yan; WU, Hui; and MA, Rui
Innovative Systems, Materials
Research on New Materials, Elements and Systems: An Overview 961GOEL, Subhash ; TANAKA, Atsuo; YAMANOUCHI, Hiroyuki;and FUKUYAMA, Hiroshi
Structural Performance of Engineered Cementitious Composite Elements 969FUKUYAMA, H.; MATSUZAKI, Y.; SATO, Y.; ISO, Masato;and SUWADA, H.
Performance Evaluation of RC Elements with Ultra Lightweight Concrete 977KOBAYASHI, K.; MATSUZAKI, Y.; FUKUYAMA, H.; HAKUTO, S.
Novel Concepts in Structural Design with Advanced Cementitious Composites 985KRSTULOVIC-OPARA, Neven; WOOD, Bryan; HANSON, John;PLY, Chris; and ZIA, Paul
FRC-Encased Steel Joist Composite Structures 993KHUNTIA, Madhusudan and GOEL, Subhash C.
Structural Composites with ECC 1001FISCHER, G.; and LI, Victor C.
Seismic Studies of An Innovative and Traditional Composite Shear Walls 1009ASTANEH-ASL, Abolhassan; and ZHAO, Qiuhong
The I-5/Gilman Advanced Technology Cable-Stayed Bridge 1017SEIBLE, Frieder; BURGUENO, Rigoberto
High Performance Composite Materials for Carrying Out Construction Structures ....1025IONESCU, Ion; ISPAS, Traian
Design of Arch Dam of Concrete Filled into Steel Tube 1033DOU, Li-Jun; LIE, Yan
Structural Performance of Reinforced Concrete Beams with Truss-ShapedReinforcing Bars 1041
MITSUI, Yoshiyuki; MURAKAMI, Kiyoshi; MORIMOTO, Toshiyuki;YAMASAKI, Yuichi
An Experimental Study on the Structural Performance of the Composite Slabs with theNew-Type Deckplate 1049
YOON, Myung-Ho; CHOI, Chong-Su; KIM, Dong-KyuSeismic Performance of Framed Shearwalls Made of Corrugated Steel 1057
MO, Y. L.; PERNG, S.F.
Analytical Methods
A comprehensive Stress-Strain Model for High Strength Concrete Confined by CircularTransverse Reinforcement 1067
SUN, Yu-Ping; SAKINO, Kenji
I-ix.
Nonlinear Analysis of PRC Frames Using Partial-Composite Beam Elements andComponent - Based Connection Models 1075
WHITE, Donald; ALEMDAR, Bulent; TAYLOR, Joshua M.; LEON, Roberto T.;GREEN, Travis P
Finite Element Elastic analysis of Profiled Steel Sheeting Dry Board Single SpanComposite Panels 1083
AHMED, Ehsan.; WAN BADARUZZAMAN, W.H.; WRIGHT, H.
Non-Linear Behavior of Concrete-Filled Steel Tubular Columns Under Axial and LateralLoadings 1091
SHAMS, M.; SAADEGHVAZIRI, M.A.
FEM Analysis of Hybrid Structural Frames with R/C Columns and Steel Beams 1099NOGUCHI, Hiroshi; UCHIDA, Kazuhiro
A Numerical Method for 3-Dimensional Elastoplastic Large Deformation Analysis ofFrames with Concrete-Filled Tubular Members 1107
SHUGYO, Minoru; LI, Jian Ping
The Nonlinear Finite Element Analysis of Concrete Filled Steel Tubular Compression-Bending-Torsion Member Under the Initial Stress 1115
ZHA, Xiaoxiong; YE, Qiaojian
Three Dimensional Finite Element Analysis on CFT Column-Steel Beam Joints 1123YONEZAWA, Kenji; and YOSHIOKA, Kenzo
Numerical Simulation of High Strength Steel-High Strength Concrete CompositeStructures 1131
HAUFE, Andre; MENRATH, Horst; RAMM, Ekkehard
Unified Approach for Shear Strength Prediction of Full and Open Steel-ConcreteSandwich Members 1141
UEDA, Tamon; FURUUCHI, Hitoshi; ITO, Tsunemasa
Exact Determination of Aging Coefficient for Composite Sections 1149XIA, Gan
Design of Composite Structures by the Slope Deflection Method H57DERETIC-STOJANOVIC, Biljana
Time-Dependent Analysis of Composite Structures 1165XIA, Gan
About Accuracy of the Algebraic Expressions 1173LAZIC, VeraB.
Design Code Issues
Outline of Japanese Design Guidelines for Composite RCS Buildings 1183KURAMOTO, Hiroshi; NISHIYAMA, Isao; NOGUCHI, Hiroshi
European Recommendations for the Design of Composite Joints 1191ANDERSON, David
Composite Column Design Using Various CodesGOODE, C. Douglas
I-x.
Design Strategies for Heavy-Loaded Composite Beam Design Based on Eurocode-4 andLRFD Provisions 1207
SERNA, Miguel A.; PUENTE, Inigo; GARMENDIA, Laurentzi;IRIBARREN, Ibon
Author Index 1215
I-xi.