ACI Structural Journal - v. 114, n. 6 (November 2017)

Erschienen:	November 2017

Autor(en)	Titel	Seite(n)
Hwang, Hyeon-Jong / Park, Hong-Gun / Yi, Wei-Jian	Development Length of Standard Hooked Bar Based on Non-Uniform Bond Stress Distribution
Alturki, Mansour / Burgueno, Rigoberto	Displacement-Based Design Procedure for Ductile Reinforced Concrete Bridge Pier Walls
Daluga, Derek / McCain, Kaylor / Murray, Matthew / Pujol, Santiago	Effect of Geometric Scaling on Shear Strength of Reinforced Concrete Beams with Stirrups
Khorsandnia, Nima / Valipour, Hamid / Foster, Stephen / Amin, Ali	Experimental Study of Progressive Collapse Resistance of RC Framed Structures
Hadhood, Abdeldayem / Mohamed, Hamdy M. / Benmokrane, Brahim	Failure Envelope of Circular Concrete Columns Reinforced with GFRP Bars and Spirals
Mostofinejad, Davood / Akhlaghi, Alireza	Flexural Strengthening of Reinforced Concrete Beam-Column Joints Using an Innovative Anchorage System
Chorzepa, Mi G. / Masud, Mahadi / Yaghoobi, Amin / Jiang, Hua	Impact Test: Multi-Scale Fiber-Reinforced Concrete Including Polypropylene and Steel Fibers
Nilforoush, Rasoul / Nilsson, Martin / Elfgren, Lennart / Ožbolt, Jośko / Hofmann, Jan / Eligehausen, Rolf	Influence of Surface Reinforcement, Member Thickness, and Cracked Concrete on Tensile Capacity of Anchor Bolts
Topuzi, Dritan / Polak, Maria Anna / Narasimhan, Sriram	A New Technique for the Seismic Retrofit of Slab-Column Connections
Baji, Hassan / Yang, Wei / Li, Chun-Qing	An Optimum Strengthening Strategy for Corrosion-Affected Reinforced Concrete Structures
Helmy, Amr I. I. / Collins, Michael P.	Predicting Behavior of Condeep Storage Cells Using Classical Theory of Shells
Valivonis, Juozas / Šneideris, Arnoldas / Šalna, Remigijus / Popov, Vladimir / Daugevičius, Mykolas / Jonaitis, Bronius	Punching Strength of Biaxial Voided Slabs
Kueres, Dominik / Ricker, Marcus / Hegger, Josef	Punching Strength of Reinforced Concrete Footings with New Punching Shear Reinforcement Elements
Wang, Changqing / Xiao, Jianzhuang	Rate Dependence of Confined Recycled Aggregate Concrete
Fick, Damon R. / Sozen, Mete A. / Kreger, Michael E.	Response of Full-Scale Three-Story Flat-Plate Test Structure to Cycles of Increasing Lateral Load
Fisher, Andrew W. / Bentz, Evan C. / Collins, Michael P.	Response of Heavily Reinforced High-Strength Concrete Coupling Beams
Carrillo, Julian / Dominguez, Dario / Prado, Nestor	Seismic Damage Index Based on Fractal Dimension of Cracking on Thin Reinforced Concrete Walls
Moore, Andrew M. / Williams, Christopher S. / Massey, Joshua B. / Bayrak, Oguzhan / Ghannoum, Wassim M. / Jirsa, James O.	Shear Behavior of Post-Tensioned Girders
Jin, Kiwoong / Kitayama, Kazuhiro / Song, Sunghoon / Kanemoto, Kiyo-omi	Shear Capacity of Precast Prestressed Concrete Beam-Column Joint Assembled by Unbonded Tendon
Saifullah, Halwan Alfisa / Nakarai, Kenichiro / Piseth, Van / Chijiwa, Nobuhiro / Maekawa, Koichi	Shear Creep Failures of Reinforced Concrete Slender Beams without Shear Reinforcement
Tseng, Chien-Chuang / Hwang, Shyh-Jiann / Lu, Wen-Yao	Shear Strength Prediction of Reinforced Concrete Deep Beams with Web Openings
Parra, Pablo F. / Moehle, Jack P.	Stability of Slender Wall Boundaries Subjected to Earthquake Loading
Panda, Sushree Sangeeta / Gangolu, Appa Rao	Study of Dowel Action in Reinforced Concrete Beam by Factorial Design of Experiment
Nilforoush, Rasoul / Nilsson, Martin / Elfgren, Lennart / Ožbolt, Jośko / Hofmann, Jan / Eligehausen, Rolf	Tensile Capacity of Anchor Bolts in Uncracked Concrete: Influence of Member Thickness and Anchor's Head Size
Martinez, Gloriana Arrieta / Beiter, Katelyn S. / Azad, Amir R. Ghiami / Polo, Gabriel E. / Shinn, Randale L. / Hrynyk, Trevor D. / Bayrak, Oguzhan	Testing and Analysis of Two Deep Beams Designed Using Strut-and-Tie Method

Autor(en)

Titel

Seite(n)

Hwang, Hyeon-Jong / Park, Hong-Gun / Yi, Wei-Jian

Development Length of Standard Hooked Bar Based on Non-Uniform Bond Stress Distribution

Alturki, Mansour / Burgueno, Rigoberto

Displacement-Based Design Procedure for Ductile Reinforced Concrete Bridge Pier Walls

Daluga, Derek / McCain, Kaylor / Murray, Matthew / Pujol, Santiago

Effect of Geometric Scaling on Shear Strength of Reinforced Concrete Beams with Stirrups

Khorsandnia, Nima / Valipour, Hamid / Foster, Stephen / Amin, Ali

Experimental Study of Progressive Collapse Resistance of RC Framed Structures

Hadhood, Abdeldayem / Mohamed, Hamdy M. / Benmokrane, Brahim

Failure Envelope of Circular Concrete Columns Reinforced with GFRP Bars and Spirals

Mostofinejad, Davood / Akhlaghi, Alireza

Flexural Strengthening of Reinforced Concrete Beam-Column Joints Using an Innovative Anchorage System

Chorzepa, Mi G. / Masud, Mahadi / Yaghoobi, Amin / Jiang, Hua

Impact Test: Multi-Scale Fiber-Reinforced Concrete Including Polypropylene and Steel Fibers

Nilforoush, Rasoul / Nilsson, Martin / Elfgren, Lennart / Ožbolt, Jośko / Hofmann, Jan / Eligehausen, Rolf

Influence of Surface Reinforcement, Member Thickness, and Cracked Concrete on Tensile Capacity of Anchor Bolts

Topuzi, Dritan / Polak, Maria Anna / Narasimhan, Sriram

A New Technique for the Seismic Retrofit of Slab-Column Connections

Baji, Hassan / Yang, Wei / Li, Chun-Qing

An Optimum Strengthening Strategy for Corrosion-Affected Reinforced Concrete Structures

Helmy, Amr I. I. / Collins, Michael P.

Predicting Behavior of Condeep Storage Cells Using Classical Theory of Shells

Valivonis, Juozas / Šneideris, Arnoldas / Šalna, Remigijus / Popov, Vladimir / Daugevičius, Mykolas / Jonaitis, Bronius

Punching Strength of Biaxial Voided Slabs

Kueres, Dominik / Ricker, Marcus / Hegger, Josef

Punching Strength of Reinforced Concrete Footings with New Punching Shear Reinforcement Elements

Wang, Changqing / Xiao, Jianzhuang

Rate Dependence of Confined Recycled Aggregate Concrete

Fick, Damon R. / Sozen, Mete A. / Kreger, Michael E.

Response of Full-Scale Three-Story Flat-Plate Test Structure to Cycles of Increasing Lateral Load

Fisher, Andrew W. / Bentz, Evan C. / Collins, Michael P.

Response of Heavily Reinforced High-Strength Concrete Coupling Beams

Carrillo, Julian / Dominguez, Dario / Prado, Nestor

Seismic Damage Index Based on Fractal Dimension of Cracking on Thin Reinforced Concrete Walls

Moore, Andrew M. / Williams, Christopher S. / Massey, Joshua B. / Bayrak, Oguzhan / Ghannoum, Wassim M. / Jirsa, James O.

Shear Behavior of Post-Tensioned Girders

Jin, Kiwoong / Kitayama, Kazuhiro / Song, Sunghoon / Kanemoto, Kiyo-omi

Shear Capacity of Precast Prestressed Concrete Beam-Column Joint Assembled by Unbonded Tendon

Saifullah, Halwan Alfisa / Nakarai, Kenichiro / Piseth, Van / Chijiwa, Nobuhiro / Maekawa, Koichi

Shear Creep Failures of Reinforced Concrete Slender Beams without Shear Reinforcement

Tseng, Chien-Chuang / Hwang, Shyh-Jiann / Lu, Wen-Yao

Shear Strength Prediction of Reinforced Concrete Deep Beams with Web Openings

Parra, Pablo F. / Moehle, Jack P.

Stability of Slender Wall Boundaries Subjected to Earthquake Loading

Panda, Sushree Sangeeta / Gangolu, Appa Rao

Study of Dowel Action in Reinforced Concrete Beam by Factorial Design of Experiment

Nilforoush, Rasoul / Nilsson, Martin / Elfgren, Lennart / Ožbolt, Jośko / Hofmann, Jan / Eligehausen, Rolf

Tensile Capacity of Anchor Bolts in Uncracked Concrete: Influence of Member Thickness and Anchor's Head Size

Martinez, Gloriana Arrieta / Beiter, Katelyn S. / Azad, Amir R. Ghiami / Polo, Gabriel E. / Shinn, Randale L. / Hrynyk, Trevor D. / Bayrak, Oguzhan

Testing and Analysis of Two Deep Beams Designed Using Strut-and-Tie Method

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ACI Structural Journal - v. 114, n. 6 (November 2017)

Artikel in dieser Ausgabe

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ACI Structural Journal - v. 114, n. 6 (November 2017)

Artikel in dieser Ausgabe

Sie haben Ihr monatliches Download-Limit überschritten! Structurae Plus-Abonnent·innen können 30 Medien bzw. Datensätze pro Monat herunterladen. Structurae Pro-Nutzer·innen sind auf 50 beschränkt.

Pflichtangaben

Sie haben Ihr monatliches Download-Limit überschritten!

Structurae Plus-Abonnent·innen können 30 Medien bzw. Datensätze pro Monat herunterladen.
Structurae Pro-Nutzer·innen sind auf 50 beschränkt.