2024中日韩高层建筑论坛
主题：New and High Technologies in Tall Building Construction
（高新技术在高层建筑建造中的应用）
2024年7月26日（周五） 中国·深圳
主 办：同济大学
共同主办：
CTBUH日本分会、CTBUH韩国分会
支持单位：
深圳市土木建筑学会、上海市建筑学会
承 办：
华东建筑设计研究院有限公司大湾区总部
协 办：深圳乐信软件技术有限公司、中建科工集团有限公司、中建三局第二建设工程有限责任公司、高性能钢结构国际研究中心（HiPer STEEL IRC）
会议费用：免费
会议形式：线下
会议地点：
深圳深铁皇冠假日酒店5F（深圳市南山区粤海街道深大社区深南大道9819号）
会议酒店：
深圳湾科技园丽雅查尔顿酒店（深圳市南山区高新科技园高新南四道13号）
会议语言：英文
会议秘书处：
同济大学 刘玉姝
华东建筑设计研究院有限公司大湾区总部
王瑞峰
深圳市土木建筑学会结构专委会 林超伟
会议日程
致辞嘉宾
牛斌
华东建筑设计研究院有限公司总经理、
CHHE-ASC副主任委员
李国强
同济大学教授、
CHHE-ASC副主任委员
Masayoshi Nakai
竹中工务店研究员、
CTBUH日本结构分会负责人
Myung Sik Lee
韩国东国大学教授、
CTBUH韩国分会会长
田村幸雄
重庆大学教授
和田章
日本东京工业大学荣誉教授
金相大
韩国高丽大学荣誉教授
报告人及报告信息简介
包联进
华东建筑设计研究院有限公司
结构总工程师
个人简介：包联进，教授级高工，享受国务院政府特殊津贴，上海领军人才，上海市工程勘察设计大师。主要从事超高层建筑结构设计，代表项目有CCTV新主楼、国家会展中心、上海大歌剧院等，获得国内外建筑设计大奖30余项。
报告题目：悬挂结构设计的新进展
报告概要：悬挂结构体系作为结构竖向转换的一种，可提供灵活的建筑使用空间和实现简洁的建筑效果，在高层建筑中应用越来越多。本文概括了悬挂结构的受力特点，从结构体系选型、布置、细部构造、施工方案等方面阐述了悬挂结构清晰的传力途径，以及在受力简洁和结构冗余之间达到有机平衡。悬挂结构为高层建筑结构体系的发展注入了新的活力。
蔡莼
深圳乐信软件技术有限公司
项目总监
个人简介：蔡莼，澳大利亚认证土木工程师，15年高端酒店，甲级办公楼，超高层建筑及大型产业园综合体建设方全过程设计、招标、施工管理经验，10年境外知名顾问公司团队建设，公司管 理及项目管理经验。
报告题目：在超高层高难度项目中的建设方决策考量：乐信总部大楼的挑战与策略
报告概要：乐信总部大厦建筑/结构/幕墙介绍；建设方对于设计追求带来的结构困扰的预见及过程决策考量；建设方管理团队在高难度，未有参考案例项目的设计及施工中如何平衡角色，应对质量，工期和成本之间的相互制约挑战。
Soichiro Kushima
竹中工务店结构工程部
部门负责人
个人简介：Master of Engineering (March 2001)，Doctor of Engineering(March 2007) ，Department of Architectural Engineering, Osaka University in Japan；/Mar.2001- Dec.2018/ Joined Takenaka Corporation after graduation., have conducted a wide variety of structural design, super tall building, football stadium, and so on. /Jan.2019- Mar.2021/became the leader of the development team of new integrated software of structural design and analysis including AI and BIM. /Apr.2021-present/ Performing structural design of wooden structure from large scale to small scale.
报告题目：集成了AI、BIM及结构计算的结构设计系统进展
报告概要：My team developed New structural design system ” BRAINNX”. BRAINNX has three functions AI, BIM and analysis. AI automates simple repetitive tasks. BIM functionality includes easy-to-understand 3D visualization of AI results and analysis results. Analysis functions lead structural designers to the correct study results through elastic and incremental analysis. We use Artificial Narrow Intelligence for each specific task. Hence BRAINNX has three AI tools. AI Building Research can automatically searches for similar properties based on basic project information in the early stages of a project. AI cross-section estimation can automatically estimate assumed cross-sections based on a structural model reflecting the structural plan. AI member design automatically completes member design, such as allowable stress design and securing of horizontal holding capacity, based on the member design policy set by the structural designer. It can significantly reduce the iterative review time by the structural designer. The average accuracy of each of the three AI’s ranged from 98% to 105% compared to the structural designer’s results. These AIs are at a level that is fully applicable in practice, although the variability needs to be improved in the future.
Kyoung Sun Moon
耶鲁大学建筑学院
副教授
个人简介：Kyoung Sun Moon is Associate Professor at Yale University School of Architecture. He received a B.S. from Seoul National University and an M.Arch. and an M.S.C.E. from the University of Illinois at Urbana-Champaign, and a Ph.D. from Massachusetts Institute of Technology. Prior to joining the Yale faculty, Dr. Moon worked at Skidmore, Owings, and Merrill in Chicago and the Republic of Korea Navy. He is the editor-in-chief of the International Journal of High-Rise Buildings, the author of the book, “Cantilever Architecture,” and serves on the expert peer review committee of the Council on Tall Buildings and Urban Habitat.
报告题目: 可持续垂直都市主义的高层木结构建筑
报告概要：Tall buildings that began from about 10-story tall office towers in the late 19th century have evolved into mixed-use megatall towers. It is expected that even mile-high towers will soon no longer be a dream. While tall buildings are an essential building type to accommodate an ever-growing urban population, design challenges concerning constructing sustainable built environments also arise. In this context, tall wood buildings are developed recently as a more sustainable way to build tall. While modern tall wood buildings constructed with mass timber emerged 15 years ago as multi-story residential towers less than 30 m tall, today, they already reached heights over 80 m with hybrid construction. Furthermore, supertall wood buildings are also studied and planned to be built. Constructing tall wood buildings can contribute to reducing the global carbon footprint. The importance of this cannot be overemphasized to mitigate climate change, which is a major global concern. Tall wood buildings also have great potential to contribute to constructing more livable and sustainable vertical built environments architecturally and environmentally. The evolution and prospects of tall building design toward more sustainable vertical urbanism are presented with an emphasis on tall wood buildings.
相阳
同济大学
副教授
个人简介：相阳，同济大学建筑工程系副教授（长聘）、特聘研究员、博士生导师。曾在日本京都大学、东京工业大学担任博士后研究员和特任助理教授等职。主攻钢结构抗震、减震、隔震及绿色高性能钢结构建造理论与技术。
报告题目：黏弹性连接弯-剪结构体系及其抗震性能
报告概要：在侧向作用下，核心筒和框架分别呈现弯曲型和剪切型变形形态。二者通过刚性楼盖连接，即构成经典的弯剪型抗侧结构体系。以黏弹性连接代替刚性楼盖，可在一定程度上释放弯曲型和剪切型子结构之间的相对水平位移，并为结构引入可观的附加阻尼。这一连接方式可通过某种对建筑使用空间干扰很小的“低侵入度”方式实现。基于这种方式，得到黏弹性连接弯剪抗侧体系，其在地震作用下的基底剪力需求和楼面加速度需求都显著降低，而结构整体的侧向变形也有小幅缩减（尽管结构的柔度被释放）。
Yutaka Kimura
大成建设
高级工程师
个人简介：Master of Engineering (March 2009)；Department of Architecture and Architectural Engineering, Kyoto University in Japan；/Mar.2009- Dec.2014/ After graduating from University, worked for a venture company developing software for structural design as a programmer and structural engineer；/Jan.2015-present/ have been working for “Taisei Corporation” since 2015. The projects been involved in are wide-ranging, including wooden structures, vibration control buildings, and seismic isolation buildings.
报告题目：通过在高层建筑中间楼层安装隔震层来吸收地震能量从而降低整栋建筑地震响应的减震结构
报告概要：This introduction of the design of a seismic control tall building is a case study for a 43-story high-rise building over 200m tall consisting of a hotel, offices, and other multiple uses.
This building has a seismic isolation layer installed on the 38th floor [use-switching floor], and dampers were intensively placed to provide both functionality and high seismic safety.
The design of the seismic isolation layer, which is the key to the design, including selecting the devices will be introduced as follows: 1) How to set the stiffness and damper amount; 2) How to ensure the robustness of the seismic isolation layer; 3) How to ensure the robustness of the entire building;
The design is governed by seismic load compared to wind load in terms of capacity design; on the other hand, the behavior for wind loads is different from the behavior for earthquake loads, and it is not ignorable. The verification of the behavior for wind load will also be introduced in addition.
Jong Soo, Kim
CS结构工程公司
总裁
个人简介：With over 45 years of experience in structural engineering, his background is a special combination of practical design experience and high technical contribution to the field. He is a registered Structural Engineer in Korea, as the president of C․S Structural Engineering Inc. is responsible for all structural design and production services. He specialized in the analysis and design of high rise buildings and spatial structures. The value engineering gained from his past experience is used in the preliminary stages of project to obtain cost efficient structural designs, including many super tall buildings.
报告题目：沈阳乐天世界及Deagu Beomeo W的结构设计
报告概要：CSSE has designed two tall buildings in East Asia from 2015 to 2020.
One is Lotte world Shenyang which is locatid in Shenyang China and is 60 stories on the ground and four stories below. It houses offices, hotels, a lobby and consists primarily of hotels and offices. High-rise buildings have structurally substantial impact on serviceability, workability, and economic efficiency in selecting a gravity and lateral system. CS Structural Engineering Inc. examined and compared a wide range of alternative systems applicable to the Land Mark Tower, which led it to the suggestion of the ultimate structural system.
The other is Bumeo W-project which is 60-story mixed-use residential building complex project in Daegu, the third biggest city in South Korea.
There are lots explorable items to be solved to secure structural safety and meet the serviceability requirements. CSSE introduces what kind of structural system is optimized based on the architectural requirements and structural components design and the grade of concrete strength altered on floors. The defining process of lateral resisting system of outrigger compared to the core ratio of typical plan is illustrated in detail.
张鑫鑫
中建科工集团有限公司
深圳公司设计总监
个人简介：结构工程、绿色建筑高级工程师，结构专业硕士，长期从事装配式设计与管理，荣获广东省钢结构科学技术一等奖、智建杯中国智慧建造应用大赛金奖等荣誉；完成3项发明专利、20项实用新型专利，发表专业论文14篇，致力于推进建筑工业化、绿色化、数字化转型。
报告题目：深圳大疆天空之城大厦钢结构施工关键技术
报告概要：深圳大疆天空之城大厦项目，主体结构采用“带悬挂层的框架+支撑结构”形式，由核心筒和6个非对称错层布置的巨型悬挂外框组成。根据项目结构特点，针对钢结构安装顺序，采用有限元分析软件对全施工过程进行模拟分析及变形计算，通过核心筒反向预偏与外框结构预抬控制塔楼施工变形。根据施工模拟对比分析，最终确定最优支撑卸载顺序，从而达到结构整体变形控制。项目建成后，经由全站仪复测发现，卸载前后变形值与理论计算值基本吻合。
Kan Shimizu
鹿岛建设结构设计部
部门负责人
个人简介：Kan Shimizu received the M. S. degree in civil engineering from Waseda University, Tokyo, Japan in 1997. After joining Kajima Corporation, he developed vibration control devices such as oil dampers and conducted seismic response analysis of many high-rise buildings. Currently, as the group leader of the structural engineering department, he is involved in the structural design of office and residential buildings, mainly high-rise buildings.
报告题目：节点阻尼系统在两栋不同高度高层建筑中的应用
报告概要：This paper presents an overview of the structural design of the Shibuya Sakura Stage, a complex consisting of two high-rise buildings in Shibuya, Japan. The 39-storey, 180 m high SHIBUYA Tower and the 17-storey, 90 m high Central Building are connected at the top of the Central Building by a joint damper system. This makes the lower floors structurally integrated and achieves a structural plan that is consistent with the design and planning of the lower floors. The building also incorporates other structural control devices, such as high performance passive hydraulic dampers with semi-active characteristics, which provide high additional damping effect from small to large deformations, improving safety in the event of a major earthquake as well as habitability.
In hwan, Song
乐天建设
总经理
个人简介：Master’s degree in seismic behavior of steel structure, 21 years of structural engineer experience,
10 years of LOTTE WORLD TOWER experience at Construction site: 1)Design review of Construction Document; 2)Experienced in everything from foundation construction to core wall, steel beam and finishing work; 3)Prediction of Vertical Shortening and compensation; 4) Construction of structural Health Monitoring System and measurement of earthquakes and typhoons for 2 years after completion; 5) Earthquake-resistant design of interior finishes; 6) Curtain wall design considering wind load and frame deformation
2 years of BUSAN LOTTE TOWER Design Manage: 1) Concept Design stage; 2) Schematic design stage: Structural System Comparison; 3) Design Develop stage
报告题目：高层建筑施工的结构稳定性
报告概要：Project Summary: 1) Project Summary; 2)Construction Progress; 3)Structural System
Performance Test: 1) Belt Truss + Mega Column; 2) Outrigger Node; 3) Diagrid Steel Joint; 4)120mm Steel plate; 5) Concrete Test; 6) RC Mock Up
Structural Stability: 1) Permanent Member; 2) Construction equipment
Structural Health Monitoring: 1) Sensor Plan; 2) Wind, Seismic Measurement; 3) Elevator control Operation
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