Results 151 to 160 of about 1,325,756 (242)

Flexural Performance of an Innovative Girder-to-Pier Joint for Composite Bridges with Integral Piers: Full-Scale Test. [PDF]

Materials (Basel)
Xie W, Zhang B, Yu L, Su Q, Matanmi FO.
europepmc   +1 more source

Study on the structural stability of partial cable-stayed bridges with multiple towers and high piers during construction. [PDF]

PLoS One
Zhu C, Wang L, Liu Y, Kang L, Guo X, Zheng X.   +5 more
europepmc   +1 more source

Comparison of marginal fit between milled and three-dimensional printed polymethylmethacrylate prostheses for single crowns, anterior bridges, and pier abutment bridges: An in vitro study. [PDF]

J Indian Prosthodont Soc
Merchant A, Pandurangan KK, Shenoy AD, Nallaswamy D, Singh PN.   +4 more
europepmc   +1 more source

High-precision wireless displacement monitoring microsystem based on TMR effect for structural health monitoring. [PDF]

Microsyst Nanoeng
Liu X, Wei Q, Fan Z, Wang N, Lu W, You Z.   +5 more
europepmc   +1 more source

Study on optimization measures for water level fluctuation of large water conveyance aqueducts. [PDF]

PLoS One
Chen J, Tian Y, Zhang H, Shi H.
europepmc   +1 more source

Probabilistic Carbon Analysis of Pakistan's Bridges Unveils the Urgent Needs of Overdesign Optimization and Policy Transformation. [PDF]

Research (Wash D C)
Muhammad HH, Imran S, Humza KH, Zhang L, Qin J, Pan Y.   +5 more
europepmc   +1 more source

Dynamic response of single pile induced by the vibration of tunnel boring machine in hard rock strata. [PDF]

Sci Rep
Wang R, Wang Y, Yan B, Ding B.
europepmc   +1 more source

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Shaking table test of a novel railway bridge pier with replaceable components

Engineering Structures, 2021
Replaceable components can be used to avoid severe damage of bridge pier in earthquake or to achieve rapid replacement if damaged after earthquake. This study proposed a novel railway bridge pier with concrete columns as main component and steel truss ...
Xiyin Zhang
exaly   +2 more sources

Nonlinear failure analysis of bridge pier subjected to vessel impact combined with blast loads

Ocean Engineering, 2021
The vulnerability of a reinforced concrete (RC) girder bridge pier is numerically assessed using high- and moderate-resolution finite element (FE) simulations in LS-DYNA under the combination of vessel collisions and blast loadings.
Gholamreza Gholipour, Chunwei Zhang, Asma Alsadat Mousavi   +2 more
exaly   +2 more sources