{"id":78621,"date":"2024-10-17T18:23:55","date_gmt":"2024-10-17T18:23:55","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-9780784411421-2011\/"},"modified":"2024-10-24T19:37:34","modified_gmt":"2024-10-24T19:37:34","slug":"asce-9780784411421-2011","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-9780784411421-2011\/","title":{"rendered":"ASCE 9780784411421 2011"},"content":{"rendered":"

This collection contains 63 technical papers presented at the International Conference on Composite Construction in Steel and Concrete, held in Tabernash, Colorado, July 20<\/p>\n

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nCover <\/td>\n<\/tr>\n
8<\/td>\nContents <\/td>\n<\/tr>\n
14<\/td>\nShear Connection
Prediction of Shear Resistance of Headed Studs in Troughs of Profiled Sheeting <\/td>\n<\/tr>\n
27<\/td>\nLifetime Oriented Design Concepts of Steel-Concrete Composite Structures Subjected to Fatigue Loading <\/td>\n<\/tr>\n
39<\/td>\nHeaded Studs Close to the Concrete Surface\u2014Fatigue Behaviour and Application <\/td>\n<\/tr>\n
52<\/td>\nFatigue Behavior of Shear Connectors in High Performance Concrete <\/td>\n<\/tr>\n
65<\/td>\nCyclic Performances of Shear Connectors <\/td>\n<\/tr>\n
78<\/td>\nNew Steel-Concrete Shear Connection for Composite Bridges <\/td>\n<\/tr>\n
91<\/td>\nContinuous Shear Connectors in Bridge Construction <\/td>\n<\/tr>\n
105<\/td>\nEffects of Group Arrangement on the Ultimate Strength of Stud Shear Connection <\/td>\n<\/tr>\n
115<\/td>\nSlab Systems
Innovative Shear Connectors for a New Prestressed Composite Slab System for Buildings with Multiple HVACR Installations <\/td>\n<\/tr>\n
125<\/td>\nComposite Slab with Integrated Installation Floor Using Cellular Beams <\/td>\n<\/tr>\n
138<\/td>\nSteel Fibre Reinforced Continuous Composite Slabs <\/td>\n<\/tr>\n
151<\/td>\nElemental Bending Test and Modeling of Shear Bond in Composite Slabs <\/td>\n<\/tr>\n
164<\/td>\nComposite Beams
Ductility of Composite Beams with Trapezoidal Composite Slabs <\/td>\n<\/tr>\n
173<\/td>\nEffect of Strain Profiles on the Behavior of Shear Connectors for Composite Steel-Concrete Beams <\/td>\n<\/tr>\n
186<\/td>\nDesign Model for Continuous Composite Beams with Web Openings <\/td>\n<\/tr>\n
198<\/td>\nEfficient Design for the Calculation of the Deflection and the Shear Force Capacity of Slim-Floor Girder <\/td>\n<\/tr>\n
212<\/td>\nThe Multi-Storey Car Park for the “Neue Landesmesse” in Stuttgart over Highway A8, Germany <\/td>\n<\/tr>\n
225<\/td>\nDesign and Testing of Two Composite Underspanned Beams <\/td>\n<\/tr>\n
238<\/td>\nComposite Columns
Flexural Behaviour of Concrete-Filled Thin-Walled Steel Tubes with Longitudinal Reinforcement <\/td>\n<\/tr>\n
250<\/td>\nBehavior of Composite CFT Beam-Columns Based on Nonlinear Fiber Element Analysis <\/td>\n<\/tr>\n
265<\/td>\nStructural Design of Concrete Filled Steel Elliptical Hollow Sections <\/td>\n<\/tr>\n
276<\/td>\nSeismic Performance of Composite EWECS Columns in New Hybrid Structural System <\/td>\n<\/tr>\n
289<\/td>\nDesign of Composite Columns\u2014Steel, Concrete, or Composite Approach? <\/td>\n<\/tr>\n
304<\/td>\nStrength of Concrete Filled Steel Tubes under High-Strain Rate Loading <\/td>\n<\/tr>\n
317<\/td>\nStrength of Concrete Filled Historic Cast-Iron Columns <\/td>\n<\/tr>\n
330<\/td>\nConcrete-Filled Steel Tube Columns\u2014Tests Compared with Eurocode 4 <\/td>\n<\/tr>\n
339<\/td>\nDesign of Composite Columns Made of Concrete Filled Tubes with Inner Massive Core Profiles and High Strength Materials <\/td>\n<\/tr>\n
351<\/td>\nFoundations and Column Bases
Design of Anchor Plates Based on the Component Method <\/td>\n<\/tr>\n
364<\/td>\nAn Economical and Efficient Foundation Connection for Concrete Filled Steel Tube Piers and Columns <\/td>\n<\/tr>\n
377<\/td>\nUsing Steel Fiber Reinforced Cementitious Composite (SFRCC) in Shallow Embedded Column Base <\/td>\n<\/tr>\n
390<\/td>\nCodes and Structures
Composite Buildings in Germany <\/td>\n<\/tr>\n
404<\/td>\nComposite Bridges in Germany Designed According to Eurocode 4-2 <\/td>\n<\/tr>\n
419<\/td>\nWhere Structural Steel and Concrete Meet <\/td>\n<\/tr>\n
432<\/td>\nHarmonization of Design Rules in Europe <\/td>\n<\/tr>\n
440<\/td>\nReview and Comparison of Encased Composite Steel-Concrete Column Detailing Requirements <\/td>\n<\/tr>\n
455<\/td>\nSeismic Performance of Members and Connections
Composite Joints in Robust Building Frames <\/td>\n<\/tr>\n
468<\/td>\nBehavior of Columns in Composite CES Structural System <\/td>\n<\/tr>\n
479<\/td>\nCyclic Tests on RC-Steel Shear Plate Composite Wall System Applicable in Beam Spans with Large Openings <\/td>\n<\/tr>\n
492<\/td>\nPerformance Evaluation of Innovative Hybrid Coupled Core Wall Systems <\/td>\n<\/tr>\n
506<\/td>\nSeismic-Induced Fire Analysis of Steel-Concrete Composite Beam-to-Column Joints: Bolted Solutions <\/td>\n<\/tr>\n
519<\/td>\nSeismic-Induced Fire Analysis of Steel-Concrete Composite Beam-to-Column Joints: Welded Solutions <\/td>\n<\/tr>\n
532<\/td>\nSeismic Behavior of Connections to Gangue-Filled CFT Columns with Ring Stiffeners <\/td>\n<\/tr>\n
542<\/td>\nStrengthening of Composite Beam-to-Column Joints: Static and Seismic Behaviour <\/td>\n<\/tr>\n
555<\/td>\nNumerical Models for Beams and Joints
Numerical Modelling of Composite Beam-to-Beam Joints\u2014Innovative Solutions <\/td>\n<\/tr>\n
567<\/td>\nNumerical Modeling of Composite Castellated Beams <\/td>\n<\/tr>\n
579<\/td>\nA Class of Finite Elements for Nonlinear Analysis of Composite Beams <\/td>\n<\/tr>\n
591<\/td>\nNumerical Calculation of the Deflections of Composite Girders <\/td>\n<\/tr>\n
604<\/td>\nA Mixed-Finite Element Approach for Performance-Based Design of Rectangular Concrete-Filled Steel Tube (RCFT) Frames <\/td>\n<\/tr>\n
617<\/td>\nMacro-Elements for Composite Beam-Column Connections <\/td>\n<\/tr>\n
624<\/td>\nGeneric Finite Element Model for Mechanically Consistent Scaling of Composite Beam-Column Joint with Welded Connection <\/td>\n<\/tr>\n
632<\/td>\nFire Design
Geometric Non-Linear Modelling of Partial Interaction in Composite T-Beams in Fire <\/td>\n<\/tr>\n
641<\/td>\nWhere Steel and Concrete Meet in the Heat <\/td>\n<\/tr>\n
655<\/td>\nPredicting the Standard Fire Behavior of Composite Steel Beams <\/td>\n<\/tr>\n
670<\/td>\nInnovations
New Results of Material Analysis Regarding the Bauschinger-Effect on the Deflection of Composite Beams <\/td>\n<\/tr>\n
682<\/td>\nEvaluation of Adhesive Bonding between Steel and Concrete <\/td>\n<\/tr>\n
693<\/td>\nUltimate Flexural Strength of Hybrid Composite Girders Using High-Performance Steel of HSB600 at Sagging Bending <\/td>\n<\/tr>\n
704<\/td>\nModern Composite Structures Made of High Performance Materials <\/td>\n<\/tr>\n
716<\/td>\nSteel-FRP Composite Structural Systems <\/td>\n<\/tr>\n
730<\/td>\nBridges
Towards a Better Understanding of Behaviour of Bridges with Integral Abutments <\/td>\n<\/tr>\n
741<\/td>\nDeveloping Composite Action in Existing Non-Composite Steel Girder Bridges <\/td>\n<\/tr>\n
754<\/td>\nExperimental Investigations of the Shear Connection Behaviour in Joints of Composite Bridges <\/td>\n<\/tr>\n
767<\/td>\nInelastic Strength Behavior of Horizontally Curved Composite I-Girder Bridge Structural Systems: Fixed-End Bridge FEA Study <\/td>\n<\/tr>\n
779<\/td>\nEfficient Erection Method of Cantilever Bridge Deck Using Ribbed Steel Form Bolted to Girder <\/td>\n<\/tr>\n
792<\/td>\nIndexes
Attendee List <\/td>\n<\/tr>\n
800<\/td>\nAuthor Index
A
B
C
D
E
F
G
H
J
K <\/td>\n<\/tr>\n
801<\/td>\nL
M
N
P
R
S
T
U
V
W
X
Y
Z <\/td>\n<\/tr>\n
802<\/td>\nSubject Index
A
B
C
D
E
F
G
H
I <\/td>\n<\/tr>\n
803<\/td>\nJ
L
M
N
O
P
R
S
T
W <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Composite Construction in Steel and Concrete VI<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ASCE<\/b><\/a><\/td>\n2011<\/td>\n803<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":78622,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2660],"product_tag":[],"class_list":{"0":"post-78621","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-asce","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/78621","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/78622"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=78621"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=78621"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=78621"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}