Analytical and field investigation of horizontally curved girder bridges

نویسنده

  • Jerad James Hoffman
چکیده

................................................................................................................................... xi Acknowledgements ................................................................................................................. xii Chapter 1 General Introduction ................................................................................................ 1 1.1 Industry Problem ................................................................................................................. 1 1.2 Objectives and Scope of the Research ................................................................................ 1 1.3 Organization of the Document ............................................................................................ 2 Chapter 2 Literature Review ..................................................................................................... 4 2.1 Mechanics and Behavior of Horizontally Curved Girders ................................................. 4 2.2 Comparing Levels of Analysis for Horizontally Curved Bridges ...................................... 6 2.3 History of the Design Specifications for Horizontally Curved Bridges ............................. 9 2.4 Load Distributions for Horizontally Curved Bridges ....................................................... 10 2.5 Framing and Erection of Horizontally Curved Girders .................................................... 12 2.6 Integral Abutments and Horizontally Curved Girders ...................................................... 13 Chapter 3 Short Term Instrumentation and Data Collection Protocol .................................... 14 3.1 Strain Transducer Information .......................................................................................... 14 3.2 Live Load Testing ............................................................................................................. 19 3.2.1 Test Vehicle ............................................................................................................. 19 3.2.2 Load Paths ................................................................................................................ 20

برای دانلود متن کامل این مقاله و بیش از 32 میلیون مقاله دیگر ابتدا ثبت نام کنید

ثبت نام

اگر عضو سایت هستید لطفا وارد حساب کاربری خود شوید

منابع مشابه

Load Test and Model Calibration of a Horizontally Curved Steel Box-Girder Bridge

In this paper, full scale load test of a horizontally curved steel box-girder bridge is carried out in order to detect structural defects, which reportedly result in unwanted vibrations in nearby buildings. The bridge is tested under the passage of six heavy vehicles at different speeds, so as to determine its static and dynamic responses. A total number of one hundred and two (102) sensors are...

متن کامل

Composite Action during Construction of Steel Trapezoidal Box Girder Bridges (0-1898-2)

In steel trapezoidal box girder bridge systems, the U-shaped steel girder is designed to act compositely with the concrete deck to form a closed box for live loading. During the construction stage, however, the behavior is not well understood. The usual practice of assuming the system to be non-composite during construction requires substantial top flange bracing to form a quasi-closed box sect...

متن کامل

Proceedings of the 57 Annual Conference of the Japan Society of Civil Engineers (25-27 September, 2002) Dynamic Features of End-cross Beam Reinforced Twin-girder Bridge

INTRODUCTION The lower ratio of dead load to live load than existing multi-girder bridges, wide girder spacing and simplified structural system of the twin-girder bridges can give rise to change of dynamic characteristics of the bridges. Wider girder spacing and changing of dynamic features will also effect on a vibration serviceability of the bridges. What is worse, according to running vehicl...

متن کامل

PARAMETRIC STUDY: COST OPTIMIZATION OF NON-PRISMATIC REINFORCED CONCRETE BOX GIRDER BRIDGES WITH DIFFERENT NUMBER OF CELLS

In this paper the parametric study is carried out to investigate the effect of number of cells in optimal cost of the non-prismatic reinforced concrete (RC) box girder bridges. The variables are geometry of cross section, tapered length, concrete strength and reinforcement of the box girders and slabs that are obtained using ECBO metaheuristic algorithm. The design is based on AASHTO standard s...

متن کامل

Beam & Shell Models for Composite Straight or Curved Bridge Decks with Intermediate Diaphragms & Assessment of Design Specifications

In this research effort, the generalized warping and distortional problem of straight or horizontally curved composite beams of arbitrary cross section, loading and boundary conditions is presented. An inclined plane of curvature is considered. Additionally, the stiffness of diaphragmatic plates has been introduced in the formulation in order to compare with the case where rigid diaphragms are ...

متن کامل

ذخیره در منابع من


  با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید

برای دانلود متن کامل این مقاله و بیش از 32 میلیون مقاله دیگر ابتدا ثبت نام کنید

ثبت نام

اگر عضو سایت هستید لطفا وارد حساب کاربری خود شوید

عنوان ژورنال:

دوره   شماره 

صفحات  -

تاریخ انتشار 2017