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某住宅地下室顶板上部设置施工道路的方案验算
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作者 李胜 《门窗》 2016年第9期197-197,共1页
某住宅项目主楼之间为大型人防地下室,现场施工阶段需要在地下室顶板上设置施工道路及材料堆场。本文主要是针地下室结构承受上部大型车辆荷载的快速安全验算,方案优化。以及探讨地下室顶板设置施工道路的措施和对策。
关键词 地下室顶板 MIDAS CIVIL 方案验算
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现浇连续箱梁支架验算及施工方案 被引量:1
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作者 钟诚 《黑龙江科技信息》 2012年第5期320-320,共1页
现浇连续箱梁支架施工是连续箱梁施工的重点过程,也是保证连续箱梁施工安全性的重要条件,本文介绍了满堂脚手架作为连续箱梁支架的强度校核计算,木方,模板的受力验算以及支架预防方案。
关键词 连续箱梁 支架方案验算 地基处理 支架布设 预压
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分离式桥现浇连续箱梁钢管支架施工方案 被引量:1
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作者 张坤 《西部交通科技》 2012年第11期26-32,共7页
文章以陈家田分离式桥现浇连续箱梁满堂钢管支架施工为例,介绍了在山区软质地基上进行现浇预应力连续箱梁满堂钢管支架施工的总体布置方案,并通过支架力学检算验证了施工方案的可行性,同时阐述了支架地基处理、支架装拆及加载预压等施... 文章以陈家田分离式桥现浇连续箱梁满堂钢管支架施工为例,介绍了在山区软质地基上进行现浇预应力连续箱梁满堂钢管支架施工的总体布置方案,并通过支架力学检算验证了施工方案的可行性,同时阐述了支架地基处理、支架装拆及加载预压等施工过程。 展开更多
关键词 陈家田分离式桥 现浇支架施工 方案验算
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复杂环境条件下深基坑支护技术
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作者 周桂林 《石材》 2024年第7期78-80,共3页
某高层住宅项目的基坑工程受到周边复杂环境的影响,为了保证施工安全,研究过程结合现场实际情况、地质勘察结果、土压力理论、基坑变形理论,分区域制定了支护方案。该项目采取的支护技术包括放坡、设置排桩围护结构和水平内支撑、土钉... 某高层住宅项目的基坑工程受到周边复杂环境的影响,为了保证施工安全,研究过程结合现场实际情况、地质勘察结果、土压力理论、基坑变形理论,分区域制定了支护方案。该项目采取的支护技术包括放坡、设置排桩围护结构和水平内支撑、土钉墙加固边坡以及锚杆支护。运用基坑计算的软件工具验证支护体系的可靠性和安全性,检验内容为桩体水平位移、地表沉降以及基坑整体稳定性,结果显示,支护方案满足规范要求。 展开更多
关键词 复杂环境条件 深基坑支护技术 支护理论 支护方案验算
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隧道塌方段处置与结构计算
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作者 李永安 《中小企业管理与科技》 2012年第1期107-108,共2页
本文通过对隧道塌方成因和类型的分析阐述了隧道塌方的普遍性,并利用实际工程案例对其处置和结构计算进行了分析。说明塌方处置必须遵循因地制宜的原则,合理的方式准确的验算才能保证其处置效果。
关键词 隧道施工 隧道塌方 处置措施 方案验算
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福建莆田妈祖城核心区莆禧路桥现浇支架及地基处理技术 被引量:1
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作者 董川 《广东建材》 2012年第2期87-91,共5页
福建莆田妈祖城核心区莆禧路桥为五跨空腹式连续刚构拱桥,是国内第三座类似桥梁。本文主要论述在海域环境中施工该桥梁的地基处理、支架方案及支架的验算公式等。
关键词 刚构拱桥 地基处理 支架方案验算
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Benchmark solutions for MHD solver development 被引量:2
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作者 TAO Zhen NI MingJiu 《Science China(Physics,Mechanics & Astronomy)》 SCIE EI CAS 2013年第2期378-382,共5页
A benchmark solution is of great importance in validating algorithms and codes for magnetohydrodynamic(MHD) flows.Hunt and Shercliff's solutions are usually employed as benchmarks for MHD flows in a duct with insu... A benchmark solution is of great importance in validating algorithms and codes for magnetohydrodynamic(MHD) flows.Hunt and Shercliff's solutions are usually employed as benchmarks for MHD flows in a duct with insulated walls or with thin conductive walls,in which wall effects on MHD are represented by the wall conductance ratio.With wall thickness resolved,it is stressed that the solution of Sloan and Smith's and the solution of Butler's can be used to check the error of the thin wall approximation condition used for Hunt's solutions.It is noted that Tao and Ni's solutions can be used as a benchmark for MHD flows in a duct with wall symmetrical or unsymmetrical,thick or thin.When the walls are symmetrical,Tao and Ni's solutions are reduced to Sloan and Smith's solution and Butler's solution,respectively. 展开更多
关键词 magnetohydrodynamics (MHD) benchmark solution consistent and conservative scheme
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Lateral stiffness of steel plate shear walls 被引量:2
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作者 NIE JianGuo ZHU Li 《Science China(Technological Sciences)》 SCIE EI CAS 2014年第1期151-162,共12页
The steel plate shear wall system has been used in a number of buildings as an innovative lateral force resistant system.Openings often exist in the steel plate shear walls due to the various functional requirements o... The steel plate shear wall system has been used in a number of buildings as an innovative lateral force resistant system.Openings often exist in the steel plate shear walls due to the various functional requirements of structures.These openings may negatively impact the lateral stiffness of steel plate shear walls.Therefore,an experimental research was instituted to investigate the seismic behavior of steel plate shear walls,with and without openings.The experimental results showed that steel plate shear walls have the satisfying seismic behavior,and,as expected,the strength and stiffness characteristics of the walls were reduced due to openings.Then a single-story wall panel FE model and an analytical deep beam model are developed in order to find the critical factors dominating the thickness reduction coefficient of wall panels with the opening.Furthermore,extensive parametric analysis is conducted to derive a simplified formula for the determination of the thickness reduction coefficient of wall panels with the opening for substituting solid wall panels with reduced thickness for actual wall panels with the opening.Finally,the design method for calculating the lateral stiffness is verified by some experimental programs and recommended for the routine practice of steel plate shear walls. 展开更多
关键词 steel plate shear walls wall panels with the opening thickness reduction coefficient lateral stiffness design method analytical deep beam model
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Experimental cryptographic verification for near-term quantum cloud computing
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作者 Xi Chen Bin Cheng +4 位作者 Zhaokai Li Xinfang Nie Nengkun Yu Man-Hong Yung Xinhua Peng 《Science Bulletin》 SCIE EI CSCD 2021年第1期23-28,M0003,共7页
An important task for quantum cloud computing is to make sure that there is a real quantum computer running,instead of classical simulation.Here we explore the applicability of a cryptographic verification scheme for ... An important task for quantum cloud computing is to make sure that there is a real quantum computer running,instead of classical simulation.Here we explore the applicability of a cryptographic verification scheme for verifying quantum cloud computing.We provided a theoretical extension and implemented the scheme on a 5-qubit NMR quantum processor in the laboratory and a 5-qubit and 16-qubit processors of the IBM quantum cloud.We found that the experimental results of the NMR processor can be verified by the scheme with about 1.4%error,after noise compensation by standard techniques.However,the fidelity of the IBM quantum cloud is currently too low to pass the test(about 42%error).This verification scheme shall become practical when servers claim to offer quantum-computing resources that can achieve quantum supremacy. 展开更多
关键词 Quantum computation NMR quantum computing VERIFICATION Quantum cloud computing
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A novel construction scheme of QC-LDPC codes based on the RU algorithm for optical transmission systems
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作者 袁建国 梁梦琪 +2 位作者 王永 林金朝 庞宇 《Optoelectronics Letters》 EI 2016年第2期132-135,共4页
A novel lower-complexity construction scheme of quasi-cyclic low-density parity-check(QC-LDPC) codes for optical transmission systems is proposed based on the structure of the parity-check matrix for the Richardson-Ur... A novel lower-complexity construction scheme of quasi-cyclic low-density parity-check(QC-LDPC) codes for optical transmission systems is proposed based on the structure of the parity-check matrix for the Richardson-Urbanke(RU) algorithm. Furthermore, a novel irregular QC-LDPC(4 288, 4 020) code with high code-rate of 0.937 is constructed by this novel construction scheme. The simulation analyses show that the net coding gain(NCG) of the novel irregular QC-LDPC(4 288,4 020) code is respectively 2.08 d B, 1.25 d B and 0.29 d B more than those of the classic RS(255, 239) code, the LDPC(32 640, 30 592) code and the irregular QC-LDPC(3 843, 3 603) code at the bit error rate(BER) of 10^(-6). The irregular QC-LDPC(4 288, 4 020) code has the lower encoding/decoding complexity compared with the LDPC(32 640, 30 592) code and the irregular QC-LDPC(3 843, 3 603) code. The proposed novel QC-LDPC(4 288, 4 020) code can be more suitable for the increasing development requirements of high-speed optical transmission systems. 展开更多
关键词 classic codes parity decoding encoding irregular Richardson correction iteration triangular
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