Zobrazeno 1 - 10
of 12
pro vyhledávání: '"Zhong-Chu Tian"'
Publikováno v:
Journal of Central South University. 26:3140-3155
Cantilever casting concrete arch bridge using form traveller has a broad application prospect. However, it is difficult to obtain reasonable initial cable force in construction stage. In this study, stress balance and influence matrix methods were de
Publikováno v:
Applied Mechanics and Materials. :1032-1037
The problem of high temperature closure of concrete arch bridge using cable-stayed buckle and cantilever method was resolved by pre-jacking force and counterweight in the arch rib closure port. The arch closure status effect of temperature difference
The Application of Fuzzy Comprehensive Evaluation in Risk Assessment of Incremental Launching Bridge
Publikováno v:
Applied Mechanics and Materials. :2028-2033
The risk factors of continuous incremental launching bridge during construction stage are specialized. The risk in incremental launching stage is analyzed and identified. A risk assessment index system is built. A fuzzy comprehensive evaluation model
Publikováno v:
Applied Mechanics and Materials. :2272-2277
The technology of cantilever casting construction was complex for reinforced concrete arch bridges. This paper described key technologies of construction and control of concrete arch cantilever casting construction. The article introduced on cast-in-
Publikováno v:
Applied Mechanics and Materials. :2034-2039
Under the background of Liuyang River Bridge, systematical studies of the key technologies of incremental launching control for inclined continuous box-beam bridge are of important theoretical significance and practical engineering value, with the fe
Publikováno v:
Key Engineering Materials. :639-644
Incremental launching method is a construction technology for prestressed concrete continuous bridges widely used in China. In the incremental launching method, the superstructure of a bridge is erected from one side of bridge longitudinally to the o
Publikováno v:
Key Engineering Materials. :633-638
In practical engineering, we often encounter designs of variable cross-section or compound section skew girder bridge. While in many bibliographies, uniform cross-section of the concrete beams studying was carried out, but few of variable cross-secti
Publikováno v:
IABSE Congress, Chicago 2008: Creating and Renewing Urban Structures – Tall Buildings, Bridges and Infrastructure.
Because of recent disasters of bridges collapses in the world, preventive maintenance and structural safety of bridges especially for larger-scale bridges have become hot research direction in civil engineer. Strong attention has been paid to health-
Publikováno v:
IABSE Symposium, Melbourne 2002: Towards a Better Built Environment - Innovation, Sustainability, Information Technology.
Publikováno v:
IABSE Symposium, Seoul 2001: Cable-Supported Bridges - Challenging Technical Limits.