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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 5 approximate calculation of frame,shear wall,and frame-shear wall structure
昆明理工大学建筑工程学院 高层建筑设计 英文版 课件 Chapter 5 approximate calculation of frame,shear wall,and frame-shear wall structure
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 5 approximate calculation of frame,shear wall,and frame-shear wall structure.
Dynamic FE analysis of South Memnon Colossus including 3D soil–foundation–structure interaction
Soil–foundation–structure interaction Multi-body deformable contact Non-linear dynamic finite element analysis
2015/7/1
A full three-dimensional dynamic soil–foundation–structure interaction (SFSI) analysis of a famous landmark in Luxor, Egypt, the South Memnon Colossus, is performed to investigate the response of this...
Probabilistic Analysis of Offshore Wind Turbine Soil-Structure Interaction
Offshore Wind Turbine Soil-Structure Interaction
2014/10/22
A literature review of current design and analysis methods for offshore wind turbine (OWT) foundations is presented, focusing primarily on the monopile foundation. Laterally loaded monopile foundation...
Environmental Impact comparison of Different Structure Systems Based on Life Cycle Assessment Methodology
timber structure life cycle assessment Environment Impact
2014/4/10
Life cycle assessment (LCA) has become an international recognized method to estimate the environmentalimpacts of a building during its life. A building’s environmental impacts can be divided into tw...
Simulation of the damping effect of a high-rise CRST frame structure
concrete-filled rectangular steel tube high-rise building viscous damper shaking table test nonlinear time-history analysis
2014/4/10
The damping effect of a Concrete-filled Rectangular Steel Tube (CRST) frame structure is studied in this paper. Viscous dampers are employed to insure the function of the building especially subjected...
Seismic Performance Evaluation of a Steel-concrete Hybrid Frame-tube High-rise Building Structure
seismic performance nonlinear earthquake response analysis steel-concrete hybrid structure
2014/4/10
Due to its unique advantages, the steel-concrete hybrid structure has been widely used in tall buildings around the world. In Mainland China it has been utilized as one of the most popular structural ...
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...
International Conference on Technology of Architecture and Structure(First Announcement)
Innovation Security Sustainable Development
2011/4/7
An unprecedented large-scale basic construction in our country provides great opportunities for the development of the civil engineering discipline. Due to the quick development of economy, growing so...
A New Analytical Method for Stochastic Response of Structure-Damper System
Analytical Method Structure-Damper System
2010/3/5
Fundamental principles from structural dynamics, pseudo excitation method and perturbation techniques are used to develop a new fast stochastic method for seismic analysis of the combined structure-da...
Non-Linear Seismic Soil-Structure Interaction Analysis Based on the Substructure Method in the Time Domain
Seismic soil-structure interaction substructure formulation finite element method
2009/10/13
This paper presents an idealized 2-dimensional plain strain nite element seismic soil-structure interaction (SSI) analysis based on a substructure method by using original software developed by the a...
Soil-Structure Interaction for a Wedge-Shaped Structure Supported by a Flexible Embedded Foundation for Incident SH Waves
SH waves Dynamic soil-structure interaction Wave passage e ects Dynamic interaction
2009/10/10
A simple model of a wedge-shaped structure supported by a flexible foundation, embedded in an elastic half-space and excited by incident plane SH waves, is considered. For this model, a closed-form so...
An Efficient Seismic Analysis Procedure for Torsionally Coupled Multistory Buildings Including Soil-Structure Interaction
Torsionally coupled multistory buildings Soil-structure interaction Frequency domain analysis
2009/10/10
In this paper, a simpli ed methodology of analysis for the seismic response of 3-dimensional irregular high-rise buildings on a rigid footing resting on the surface of a linear elastic half-space is f...
Control enhancements of a biomimetic structure
Biomimetics control learning self-diagnostics damage tolerance
2010/9/29
Implementation of active control has much potential to contribute to the creation and construction of innovative structures and other building systems such as those needed for climate control. This pa...
International Conference on Technology of Architecture and Structure Shanghai，China，2009（2009中国上海国际建筑科技大会）
2009 中国 上海 国际建筑科技大会
2009/4/3
2009中国上海国际建筑科技大会是继2006年西安国际建筑科技大会之后的第二届会议，同时也是中国工程院土木水利与建筑学部学术年会。本次大会以“大型公共建筑与基础设施建设理论与实践”为主题，旨在交流国内外大型公共建筑与基础设施建设经验，展示大型公共建筑与基础设施规划、设计、施工、管理等科技成就，同时为与会者提供探讨如何提高城市建设与发展水平、推动城市可持续发展进程的学术平台。
Effects of Damping Ratio of Restoring force Device on Response of a Structure Resting on Sliding Supports with Restoring Force Device
Base isolation restoring force device damping of restoring force device El – Centro earthquake
2009/2/18
Effects of damping ratio of the restoring force device on the response of a space frame structure resting on sliding type of bearing with restoring force device is studied. The NS component of the El ...