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.

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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

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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.

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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

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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.