Spatial Temperature Differences in Portal Frame Bridges

نویسندگان
چکیده

برای دانلود باید عضویت طلایی داشته باشید

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

اگر عضو سایت هستید لطفا وارد حساب کاربری خود شوید

منابع مشابه

Frame independent spatial analysis †

The results of an analysis of geographical data should not depend on the spatial coordinates used the results should be frame independent. This should also apply when areal units are used as the spatial data collection entity. Previous work has shown that some analysis procedures do not yield the same results under alternate areal aggregations, but some of these studies have used measures known...

متن کامل

An adaptable frame multiplexing scheme for source routing bridges

copying this information are expected to adhere to the terms and constraints invoked by each author's copyright. In most cases, these works may not be reposted or mass reproduced without the explicit permission of the copyright holder.

متن کامل

A Parametric Study: Frame Analysis Method for Masonry Arch Bridges

The predictability of masonry arch bridges and their behaviour is widely considered doubtful due to the lack of knowledge about the conditions of a given masonry arch bridge. The assessment methods for masonry arch bridges are MEXE, ARCHIE, RING and Frame Analysis Method. The material properties of the masonry and fill material are extremely difficult to determine accurately. Consequently, it i...

متن کامل

Embodiment of Spatial Reference Frames and Individual Differences in Reference Frame Proclivity

Spatial cognitive processes can be based on distinct reference frames centered on the body (egocentric reference frame) or centered on aspects of the surrounding environment independent of the position and orientation of the cognizing subject (allocentric reference frame). Updating of spatial information based on an egocentric reference frame is often believed to be highly automatic while the c...

متن کامل

The Effect of Vertical Component of Earthquake on Continuous and Monolithic Frame Bridges

Performance of structures during recent earthquakes shows that the effect of vertical component of earthquake (VCE) could be considered as one of the main causes of bridges collapse. In most of bridge design codes, for seismic analysis of bridges, VCE is not taken into account or a distinguished method isn’t presented for assessment of VCE. In the present work, the effect of VCE on two existing...

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

ژورنال

عنوان ژورنال: Structural Engineering International

سال: 2019

ISSN: 1016-8664,1683-0350

DOI: 10.1080/10168664.2019.1632775