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昆明理工大学建筑工程学院高层建筑设计英文版课件Chapter 7 Design of reinforced concrete shear walls
昆明理工大学建筑工程学院 高层建筑设计 英文版 课件 Chapter 7 Design of reinforced concrete shear walls
2017/4/14
昆明理工大学建筑工程学院高层建筑设计英文版课件Chapter 7 Design of reinforced concrete shear walls.
昆明理工大学建筑工程学院高层建筑设计英文版课件Chapter 6 Design of reinforced concrete frame structures
昆明理工大学建筑工程学院 高层建筑设计 英文版 课件 Chapter 6 Design of reinforced concrete frame structures
2017/4/14
昆明理工大学建筑工程学院高层建筑设计英文版课件Chapter 6 Design of reinforced concrete frame structures.
Anchorage of Carbon Fiber Reinforced Polymers to Reinforced Concrete in Shear Applications
Carbon Fiber Reinforced Polymers Reinforced Concrete Shear Applications
2014/10/22
Due to ongoing deterioration and lack of maintenance, a need to rehabilitate and lengthen the serviceable lifetime of deteriorated structures has grown. The crucial cause in the deterioration of our i...
Achievements of Truss Models for Reinforced Concrete Structures
Reinforced Concrete Structure Truss Model Constitutive Law Material and Geometric Nonlinearities Concrete Cracking Reinforcement Yield Concrete Ultimate Compressive Strength Plastic Hinge RC Column Confinement Buckling of Inner Concrete Struts Global Instability
2013/1/31
Achievements are presented for truss models of RC structures developed in previous years: 1. Two constitutive models, biaxial and triaxial, are based on regular trusses, with bars obeying nonlinear un...
A practical design method for reinforced concrete structures with viscous dampers
Viscous damper Design method Reinforced concrete structure Wenchuan Earthquake
2014/4/10
As a result of the 2008 Wenchuan Earthquake, the Chinese government issued a modified seismic code with increased protection categories and seismic intensities. According to the new code, a lot ...
Flexural performance of fire damaged and rehabilitated two span reinforced concrete slabs and beams
fire damage concrete continuous members rehabilitation flexural rigidity bearing capacity
2014/4/10
Five two-span reinforced concrete (RC) slabs and seven two-span RC beams were tested under the ISO 834 standard fire with different durations. CFRP strengthening was then applied to some of the specim...
Gravity Load Redistribution and Progressive Collapse Resistance of 20-Story Reinforced Concrete Structure following Loss of Interior Column
Gravity Load Redistribution Progressive Collapse Resistance 20-Story Reinforced Concrete Structure following Loss Interior Column
2014/4/10
Progressive collapse, which is defined as the spread of an initial local failure from element to element, eventually resulting in the collapse of an entire structure or a disproportionately large part...
Rockfall vulnerability assessment for reinforced concrete buildings
Rockfall vulnerability reinforced concrete buildings
2010/10/21
The vulnerability of buildings to the impact of rockfalls is a topic that has recently attracted increasing attention in the scientific literature. The quantification of the vulnerability, when based ...
Physical vulnerability of reinforced concrete buildings impacted by snow avalanches
Physical vulnerability reinforced concrete buildings impacted
2010/10/21
This paper deals with the assessment of physical vulnerability of civil engineering structures to snow avalanche loadings. In this case, the vulnerability of the element at risk is defined by its dama...
Seismic Behaviour of Reinforced Concrete Slit Shear Walls Energy Dissipators
energy dissipators walls ductility finite element method equivalent frame method lateral resistance ideal structure
2010/8/18
The types of slit walls energy dissipators, from monolith or precast reinforced concrete, proposed by researchers and the seismic behaviour of these types of walls are described. The overall ductility...
Performance based design of reinforced concrete beams under impact
Performance based design reinforced concrete beams impact
2010/10/20
The purpose of this research is to collect fundamental data and to establish a performance-based design method for reinforced concrete beams under perpendicular impact load.
Architectural precast concrete cladding systems are considered non-load bearing wall systems and are designed primarily to transfer their self-weight and out-of-plane lateral loads to the supporting b...
Nonlinear Analysis of Reinforced Concrete Frames by a Combined Method
Nonlinear Analysis Combined Method
2010/3/5
A more realistic and hence nonlinear analysis of reinforced concrete structures is becoming increasingly important. A combination of the displacement method, the transfer matrix method, and a cross-se...
Size Effect in Reinforced Concrete Beams With Short Shear Span and Without Stirrups
Reinforced concrete Bazant's size effect theory Carpinteri's size e ect theory
2009/10/14
For the to design of reinforced concrete beams with no stirrups, di erent equations have been formulated
by researchers. These equations either are on the side of extreme safety or do not include the...
An Experimental Study on the Effect of Steel Fiber Reinforced Concrete on the Behavior of the Exterior Beam-Column Joints Subjected to Reversal Cyclic Loading
Beam-column joint Steel fiber reinforced concrete Ductile behavior
2009/10/12
For the ductile behavior of beam-column joints, closely spaced transverse reinforcement is required by earthquake codes. However, placement of this reinforcement in joints always causes some dicultie...