scholarly journals Comprehensive Analysis on Seismic Design of Tall Building Structure Method

2015 ◽  
Vol 4 (2) ◽  
pp. 20
Author(s):  
Qiong Zhang
Keyword(s):  
Seismic Design ◽  
Structure Design ◽  
Comprehensive Analysis ◽  
Engineering Practice ◽  
Building Structure ◽  
Analysis Software ◽  
High Rise ◽  
Conceptual Clarity ◽  
Measure Analysis ◽  
Structure Measure

<p class="ordinary-outputtarget-output">For a high-rise structure design, the problems encountered may be perplexing, concrete analysis of concrete problems only. Engineering practice shows that the design process of the high-rise structure, design personnel only seismic conceptual clarity, structure measure analysis software three organic combinations to achieve more satisfactory results in the process of seismic structural weight in structure calculation structure properly applying the appropriate. This paper makes a theoretical analysis of necessity for building seismic design concept, in order to explore the method of high-rise building to take the necessary anti-seismic measures.</p>

scholarly journals Comprehensive Analysis on Seismic Design of Tall Building Structure Method

2015 ◽  
Vol 4 (2) ◽  
pp. 20
Author(s):  
Qiong Zhang
Keyword(s):  
Seismic Design ◽  
Structure Design ◽  
Comprehensive Analysis ◽  
Engineering Practice ◽  
Building Structure ◽  
Analysis Software ◽  
High Rise ◽  
Conceptual Clarity ◽  
Measure Analysis ◽  
Structure Measure

<p class="ordinary-outputtarget-output">For a high-rise structure design, the problems encountered may be perplexing, concrete analysis of concrete problems only. Engineering practice shows that the design process of the high-rise structure, design personnel only seismic conceptual clarity, structure measure analysis software three organic combinations to achieve more satisfactory results in the process of seismic structural weight in structure calculation structure properly applying the appropriate. This paper makes a theoretical analysis of necessity for building seismic design concept, in order to explore the method of high-rise building to take the necessary anti-seismic measures.</p>

scholarly journals Study on Optimization Seismic Design of Tall Building Structure

2015 ◽  
Vol 4 (2) ◽  
pp. 17
Author(s):  
Lei Yang
Keyword(s):  
Seismic Design ◽  
Optimization Design ◽  
Engineering Practice ◽  
Building Structure ◽  
Design Code ◽  
Stage Design ◽  
High Rise ◽  
Seismic Design Code ◽  
Earthquake Performance ◽  
Property Losses

<p>The heavy casualties and property losses caused by the earthquake this huge disaster, making high-rise building seismic become the focus of attention. Our new building seismic design code (GB50011-2001) (hereinafter referred to as "Seismic Design Code”) continue to be used (GBJ-89) specification to determine the "three earthquake performance objectives, two-stage design step" seismic design, and made many important supplement and perfect. The new seismic design of buildings in terms of requirements for introducing means as constraints optimization design, optimization design closer to engineering practice.</p>

scholarly journals Study on Optimization Seismic Design of Tall Building Structure

2015 ◽  
Vol 4 (2) ◽  
pp. 17
Author(s):  
Lei Yang
Keyword(s):  
Seismic Design ◽  
Optimization Design ◽  
Engineering Practice ◽  
Building Structure ◽  
Design Code ◽  
Stage Design ◽  
High Rise ◽  
Seismic Design Code ◽  
Earthquake Performance ◽  
Property Losses

<p>The heavy casualties and property losses caused by the earthquake this huge disaster, making high-rise building seismic become the focus of attention. Our new building seismic design code (GB50011-2001) (hereinafter referred to as "Seismic Design Code”) continue to be used (GBJ-89) specification to determine the "three earthquake performance objectives, two-stage design step" seismic design, and made many important supplement and perfect. The new seismic design of buildings in terms of requirements for introducing means as constraints optimization design, optimization design closer to engineering practice.</p>

Automation of seismic design of high-rise structure with braced steel frame

2021 ◽  
Author(s):  
Xin Zhao ◽  
Gang Wang ◽  
Jinlun Cai ◽  
Junchen Guo
Keyword(s):  
Seismic Performance ◽  
Seismic Design ◽  
Structural Design ◽  
Structure Design ◽  
Steel Frame ◽  
Design Methods ◽  
Automatic Design ◽  
Component Level ◽  
Design Algorithm ◽  
High Rise

<p>With the continuous development and progress of society, the structure of high-rise buildings has been paid more and more attention by the engineering community. However, the existing high- rise structure design methods often have a lot of redundancy and have a lot of room for optimization. Most of the existing seismic design methods of high-rise structures are based on engineering experience and manual iterative methods, so that the efficiency of design can not meet the needs of the society. if the method of design automation is adopted, the workload of designers can be greatly reduced and the efficiency of structural design can be improved. Based on the digital modeling theory, this paper proposes a MAD automatic design algorithm, in which the designer provides the initial design of the structure, and the algorithm carries out the modeling, analysis, optimization and design of each stage of the structure, and finally obtains the optimal structure. The structural design module of this algorithm starts from the component level, when the component constraint design meets the limit requirements of the specification, it enters and completes the component constraint design and the global constraint design of the structure in turn. In this paper, taking a ten-story braced steel frame high-rise structure as an example, the optimal design is carried out, and its seismic performance is analyzed. the results show that the MAD automatic design algorithm can distribute the materials to each part reasonably, which can significantly improve the seismic performance of the structure and realize the effective seismic design.</p>

The Analysis of Cantilever on Catastrophe to Irregular High-Rise Structure in Earthquake

2012 ◽  
Vol 166-169 ◽  
pp. 2364-2367
Author(s):  
Jia Hui Zhang ◽  
Zhong Ming Xiong ◽  
Zhi Qiang Chen ◽  
Ling Bo Kong
Keyword(s):  
Engineering Design ◽  
Seismic Response ◽  
Seismic Design ◽  
Building Structure ◽  
Reverse Effect ◽  
High Rise ◽  
Earthquake Action ◽  
Architectural Development

Anomalistic architecture especially overhanging structure has become a trend of architectural development, Based on the characteristics of a large vertical eccentric, more prominent facade and strong reverse effect,overhanging structure is often serious super-norm and extremely detrimental to the seismic design[1], Now it has become an important part of seismic review. By the analysis and comparison on the coupling of the translational and torsional seismic response from ANSYS program[2]. The behavior of seismic catastrophe of cantilever building structure is studied under bi-directional earthquake action and the change law of cantilever member with the length is obtained, the suggestions on engineering design are put forward for future seismic design of such structures.

The Conceptual Design of High-Rise Structures

2011 ◽  
Vol 99-100 ◽  
pp. 46-50
Author(s):  
Ming Chen Xue ◽  
Yong Sheng Zhao
Keyword(s):  
Conceptual Design ◽  
Structure Design ◽  
Building Structures ◽  
Building Structure ◽  
Structural System ◽  
Seismic Line ◽  
High Rise ◽  
High Rise Building

In this paper, the contents, meaning and importance of conceptual design in the high-rise building structure design are explored from the following respects: structural system, facade layout and multi-channel seismic line. It not only provides a strong protection of concept for calculation of high-rise building structures, but also accumulates some experience for the research on conceptual design of high-rise structures.

Treatment Methods for Over Reinforcement of Coupling Beam in High-Rise Building Structure Design

2012 ◽  
Vol 503-504 ◽  
pp. 995-1001
Author(s):  
Xu Ping Zhu ◽  
Li Ping Wen ◽  
Ju Wen Li
Keyword(s):  
Cross Section ◽  
Shear Wall ◽  
Structure Design ◽  
Building Structure ◽  
Coupling Beam ◽  
Large Cross Section ◽  
Treatment Methods ◽  
High Rise ◽  
High Rise Building ◽  
Wall Structures

This paper analyzes the over-reinforcement of coupling beam in high-rise building structure design and proposes the relevant treatment methods and suggestions to provide references for designers. Coupling beam is a beam that is used to connect between wall limbs or wall limbs and frame columns in shear wall structures and frame – shear wall structures. A coupling beam generally has the features of small span, large cross section and high stiffness of the wall connected to it.

Feasibility Analysis of Applying Biomechanical Properties of Human Body to Seismic Design of Building Structure

2014 ◽  
Vol 580-583 ◽  
pp. 1511-1514
Author(s):  
Sha Sha Wu ◽  
Guan Chang Kang ◽  
Shao Wang ◽  
Jun Ying Lian
Keyword(s):  
Seismic Performance ◽  
Seismic Design ◽  
Human Body ◽  
Rapid Development ◽  
Biomechanical Properties ◽  
Feasibility Analysis ◽  
Building Structure ◽  
High Rise ◽  
Seismic Design Of Structures ◽  
Seismic System

With the rapid development of high-rise buildings in our country, the seismic design of structures is becoming more and more important. And the seismic performance of traditional seismic system is not perfect, there are still some room for improvement. This article points out the advantages of the human body vertebra seismic system by comparing the characteristics of the current building aseismic system with the deep analysis of the human body vertebra seismic system and the application of the seismic characteristics of the human body vertebra in seismic design of building structure application foreground is prospected.

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