Response of structures to bidirectional seismic loading: Research progress and future directions

R Roy, A Acharjya, A Roy, A Santra… - Journal of Structural …, 2022 - ascelibrary.org
Rigorous assessment of structural response to seismic excitation poses challenges for
researchers in their bid to account for the effects of (1) biaxial interaction; and (2) incidence …

New configuration of transverse reinforcement for improved seismic resistance of rectangular RC columns: Concept and axial compressive behavior

DH Jing, T Yu, XD Liu - Engineering Structures, 2016 - Elsevier
Columns are considered to be critical members of moment-resisting structural systems. In
seismically active regions, it is important to improve the ductile deformation capacity and …

CFFT bridge columns for multihazard resilience

A Echevarria, AE Zaghi, R Christenson… - Journal of Structural …, 2016 - ascelibrary.org
Bridges play a significant role in postevent recovery and disaster resiliency of communities.
Recent megadisasters, such as the 2011 Great East Japan Earthquake, have prompted the …

LRFD seismic analysis and design of bridges: Reference manual

ML Marsh, IG Buckle, E Kavazanjian Jr - 2014 - rosap.ntl.bts.gov
LRFD Seismic Analysis and Design of Bridges Reference Manual Page 1 US Department of
Transportation Publication No. FHWA-NHI-15-004 Federal Highway Administration October …

Seismic performance of large-scale rectangular reinforced concrete bridge columns with multi-spiral reinforcement

PH Wang, KC Chang, SYL Yin, JC Wang… - Earthquake …, 2023 - journals.sagepub.com
Multi-spiral rectangular column is composed of two central interlocking large spirals that are
interlocked with four small spirals in the corners to match a rectangular cross-section …

Expected maximum moment of multi-spiral columns

SH Ngo, YC Ou - Engineering Structures, 2021 - Elsevier
Three methods to estimate the expected maximum moment of multi-spiral columns were
investigated. The methods include the ACI 318 method, the AASHTO 1.3 M n method and a …

Nonlinear earthquake response modeling of a large-scale two-span concrete bridge

N Johnson, MS Saiidi, D Sanders - Journal of Bridge Engineering, 2009 - ascelibrary.org
A quarter scale model of a two-span RC bridge was tested using the Network for Earthquake
Engineering Simulation (NEES) multiple shake table system at the University of Nevada …

Behavior of oblong and rectangular bridge columns with conventional tie and multi-spiral transverse reinforcement under combined axial and flexural loads

TL Wu, YC Ou, S Yen-Liang Yin, JC Wang… - Journal of the …, 2013 - Taylor & Francis
This study investigates the behavior of transversely reinforced oblong and rectangular
bridge columns under combined axial and flexural loading, including eccentric compression …

Shake table studies of bridge columns with double interlocking spirals

JF Correal, MS Saiidi, D Sanders… - ACI Structural …, 2007 - search.proquest.com
Abstract The California Department of Transportation (Caltrans) code provides the only
guidelines in the US for the design of columns with interlocking spirals. Previous studies …

[PDF][PDF] Shear behavior of oblong bridge columns with innovative seven-spiral transverse reinforcement

YC Ou, SH Ngo, SY Yin, JC Wang… - ACI Structural …, 2014 - researchgate.net
An innovative seven-spiral transverse reinforcement is proposed for oblong reinforced
concrete bridge columns. Compared to conventional single-spiral or two-spiral transverse …