Results 91 to 100 of about 45,357 (230)
EXPERIMENTAL STUDY ON CURVED COMPOSITE I-GIRDER BRIDGE SUBJECTED TO IRAQI LIVE LOADING FOR ROAD BRIDGES [PDF]
Journal of Engineering Science and Technology, 2018 Experimental programme was carried out to investigate the flexural behaviour of horizontally curved composite I-girder decks subjected to Iraqi Standard bridge live loads.
AMER F. IZZET, AYMEN R. MOHAMMED
doaj
Ceiling-Floor Partition Separation: What Is It and Why Is It Occurring? [PDF]
, 1989 This publication is intended to increase the understanding of cracking or separation of finish materials occasionally found in light-frame wood construction. In many cases, the problem is caused by shrinking or swelling of the wood framing members due to
Percival, Donald H.
core
Industrial Design and Economic Analysis of Steel Box Girder Bridge with Conventional Span
Zhongwai GongluTo improve the industrial construction level of steel bridges, a prefabricated continuous steel box girder bridge was designed in this study, which is suitable for bidirectional four lanes and six lanes with spans ranging from 40 m to 80 m.
CUI Bing, CHEN Kun
doaj +1 more source
Optimisation of Box Girder Design of Overhead Cranes
Applied SciencesThe subject of the research presented in this article is the dimensional optimisation of the box structure of the main girder for overhead cranes, with the aim to reduce the main girder’s own weight.
Jozef Kulka +5 more
doaj +1 more source
Fatigue of Steel Plates with Inclusions [PDF]
, 2015 Manufactured by the end of the 80s in the last century steel structures were made of steel which contain signi cant amounts of non-metallic inclusions. As a result of many years of intensive use of the structures made of steel, structural discontinuity
Jaroniek, Mieczysław +1 more
core +1 more source
Performance Evaluation of Inverted Tee (IT) Bridge System [PDF]
, 2019 The Inverted Tee (IT) girder bridge system was originally developed in 1996 by the University of Nebraska–Lincoln (UNL) researchers and Nebraska Department of Transportation (NDOT) engineers.
Abo El-Khier, Mostafa +5 more
core +1 more source
Numerical and experimental analysis of the transfer length and its influence on the anchorage zone design of pretensioned concrete members [PDF]
, 2016 In order to optimize the end block of a prestressed girder, nonlinear finite element models are frequently used. This way the stresses and possible cracks in the anchorage zones can be predicted in a more reliable manner.
Boel, Veerle +3 more
core
BuildingsTypical forms of seismic damage to laminated-rubber-bearing girder bridges in the transverse direction are falling beams, girder displacement, and bearing damage. However, the damage to piers and foundations is generally lighter.
Liang Huang +4 more
doaj +1 more source
Predicted vs Measured Initial Camber in Precast Prestressed Concrete Girders [PDF]
, 2017 Prestressing of concrete is the introduction of permanent internal stresses in a structure or system in order to improve its performance. Concrete is strong in compression but weak in tension.
Freedle, Luke T
core +2 more sources
Strength of webs of I-beams and girders, [PDF]
, 1916 Cover ...
Moore, Herbert Fisher, 1875- +1 more
core