#: locale=zh-HK ## Action ### URL WebFrame_22F9EEFF_0C1A_2293_4165_411D4444EFEA.url = https://www.google.com/maps/embed?pb=!1m18!1m12!1m3!1d795.033758647359!2d114.1459920374078!3d22.282012820680656!2m3!1f0!2f0!3f0!3m2!1i1024!2i768!4f13.1!3m3!1m2!1s0x3404007857bf23d5%3A0x2031355489e7e725!2z5Y2K5bGx5bmy5b636YGTMzlBLUbomZ8!5e0!3m2!1szh-TW!2shk!4v1679338893456!5m2!1szh-TW!2shk LinkBehaviour_A20B42D9_85BA_4BB8_41D6_CACE966A14E7.source = https://www.ive.edu.hk/ LinkBehaviour_9AC29338_85BE_4AF8_41D7_89CE56E4F209.source = https://www.vrmedia.com.hk/ ## Media ### Floorplan ### Image imlevel_BD19C56F_8DF7_DCE8_41D2_338A3F683F68.url = media/map_2407A9FC_0AC2_7167_4194_BE3FA56CA14E_zh-HK_0.png imlevel_BD19D56F_8DF7_DCE8_41D9_49F27EC78D12.url = media/map_2407A9FC_0AC2_7167_4194_BE3FA56CA14E_zh-HK_1.png imlevel_BD19F56F_8DF7_DCE8_41D3_5DEFF31E2B14.url = media/map_2407A9FC_0AC2_7167_4194_BE3FA56CA14E_zh-HK_2.png imlevel_BD19156F_8DF7_DCE8_41DE_7332754AAB21.url = media/map_2407A9FC_0AC2_7167_4194_BE3FA56CA14E_zh-HK_3.png imlevel_BD193570_8DF7_DCF8_41E0_ACF0E4D89807.url = media/map_2407A9FC_0AC2_7167_4194_BE3FA56CA14E_zh-HK_4.png ### Title panorama_1FA8F132_4DAC_B05F_41CF_835F78862266.label = 03 panorama_1FA895A2_4DAC_B07F_41CE_B03004C6ECFA.label = 04 panorama_1FAF87C0_4DAC_903B_41CF_6003D861FB76.label = 08 panorama_1FAEA51E_4DAD_7047_41CA_043C7008A0FE.label = 11 panorama_1FAE872E_4DAD_9047_41D1_9928ABA39CBF.label = 15 panorama_1FAEE071_4DAD_B0DD_41B4_97DDD88E6881.label = 17 panorama_1FAEE4E0_4DAD_B1FB_41B9_40B3705AB24C.label = 18 panorama_1FAE930A_4DAD_904F_4197_D4EBE53E36AA.label = 21 panorama_1FAED065_4DAD_F0C5_41D1_9BD168B4BA09.label = 24 panorama_1FA944F7_4DAD_F1C5_41C0_B0E0246AFF13.label = 25 panorama_1FAEA9BA_4DAD_F04F_41CF_3A1E0A2593DF.label = 26 panorama_1FA9579E_4DAD_9047_41B5_5FD87720F004.label = 29 panorama_1FAEAC85_4DAD_9045_41B6_D7DAD451895D.label = 30 panorama_1FA9217C_4DAD_B0CB_41B4_E38C95534FF6.label = 31 panorama_1FA976B4_4DAD_B05B_41BD_D510109C1538.label = 32 panorama_1FA92B12_4DAD_B05F_41CF_7A49E5F48CD7.label = 33 panorama_1FA943F2_4DAD_97DF_41C7_81135B97D4D4.label = 35 panorama_1FA92D35_4DAD_9045_41C7_57DB0F41E382.label = 37 panorama_1FA9220B_4DAC_B04D_41B6_8B3C122CE5EC.label = 45 panorama_1FA90566_4DAC_90C7_41A5_5823444B7633.label = 56 panorama_1FA93862_4DAC_B0FF_41C8_D8CE759BDF12.label = 60 panorama_1FA8F173_4DAC_90DD_41D1_E8F8C71C085E.label = 62 panorama_1FAAFD1A_4DAF_704F_41C6_B6BDA0EB77B9.label = 68 panorama_1FABBAF3_4DAF_91DD_41CF_A3142AF13965.label = 78 panorama_1FABE42B_4DAF_F04D_41C7_31D562848DC4.label = 80 panorama_1FAB8AC8_4DAF_91CB_41BF_A717DD1ED43F.label = 85 panorama_1FAB98BD_4DAF_B045_41D0_1C85FE6C55C7.label = 88 panorama_1FA8AC54_4DAF_70DB_41A7_B9E42F83E5B9.label = 96 panorama_1FA8E531_4DAC_905D_416D_61060B8E434A.label = 98 map_2407A9FC_0AC2_7167_4194_BE3FA56CA14E.label = Floorplan-with-compass video_FB839801_361E_F608_41C9_3E1E471701F8.label = Plane Truss Apparatus video_36FF30F2_37FA_3608_41B8_D44590601909.label = Shear Bending Moment ### Video videolevel_BD1A3424_8DF7_DC18_41E0_DC70C1B68282.posterURL = media/video_36FF30F2_37FA_3608_41B8_D44590601909_poster_zh-HK.jpg videolevel_BD1A3424_8DF7_DC18_41E0_DC70C1B68282.url = media/video_36FF30F2_37FA_3608_41B8_D44590601909_zh-HK.mp4 videolevel_BD1E2402_8DF7_DC18_41D4_9B6C810C221C.posterURL = media/video_FB839801_361E_F608_41C9_3E1E471701F8_poster_zh-HK.jpg videolevel_BD1E2402_8DF7_DC18_41D4_9B6C810C221C.url = media/video_FB839801_361E_F608_41C9_3E1E471701F8_zh-HK.mp4 ### Video Subtitles ## Popup ### Body htmlText_A7F1A796_363A_5A08_41C3_0CFD5F15DC41.html =
Buckling of Struts Apparatus
Column buckling experiment is to study the effect of support conditions on the load carrying capacity of a slender column; and to compare the experimental buckling loads of test specimens with those predicted by the Euler’s formula.
結構柱屈曲實驗
結構柱屈曲實驗用於研究細長結構柱於不同支座條件下的理論軸心抗壓承載力(歐拉公式)和實驗軸心抗壓承載力。
htmlText_A0418DD9_3606_2E38_41BC_EE37BD86895B.html =
Buckling of Struts Apparatus
Column buckling experiment is to study the effect of support conditions on the load carrying capacity of a slender column; and to compare the experimental buckling loads of test specimens with those predicted by the Euler’s formula.
結構柱屈曲實驗
結構柱屈曲實驗用於研究細長結構柱於不同支座條件下的理論軸心抗壓承載力(歐拉公式)和實驗軸心抗壓承載力。
htmlText_A60C3942_363A_3608_41A0_3371B927FED3.html =
Buckling of Struts Apparatus
Column buckling experiment is to study the effect of support conditions on the load carrying capacity of a slender column; and to compare the experimental buckling loads of test specimens with those predicted by the Euler’s formula.
結構柱屈曲實驗
結構柱屈曲實驗用於研究細長結構柱於不同支座條件下的理論軸心抗壓承載力(歐拉公式)和實驗軸心抗壓承載力。
htmlText_A2CB8331_363B_DA08_41C6_805D638C207B.html =
Buckling of Struts Apparatus
Column buckling experiment is to study the effect of support conditions on the load carrying capacity of a slender column; and to compare the experimental buckling loads of test specimens with those predicted by the Euler’s formula.
結構柱屈曲實驗
結構柱屈曲實驗用於研究細長結構柱於不同支座條件下的理論軸心抗壓承載力(歐拉公式)和實驗軸心抗壓承載力。
htmlText_A62A413E_363B_D678_41C3_4A1C23622B57.html =
Buckling of Struts Apparatus
Column buckling experiment is to study the effect of support conditions on the load carrying capacity of a slender column; and to compare the experimental buckling loads of test specimens with those predicted by the Euler’s formula.
結構柱屈曲實驗
結構柱屈曲實驗用於研究細長結構柱於不同支座條件下的理論軸心抗壓承載力(歐拉公式)和實驗軸心抗壓承載力。
htmlText_A4D0E0FB_363A_57F8_41C3_88B32991ECCC.html =
Buckling of Struts Apparatus
Column buckling experiment is to study the effect of support conditions on the load carrying capacity of a slender column; and to compare the experimental buckling loads of test specimens with those predicted by the Euler’s formula.
結構柱屈曲實驗
結構柱屈曲實驗用於研究細長結構柱於不同支座條件下的理論軸心抗壓承載力(歐拉公式)和實驗軸心抗壓承載力。
htmlText_8D8A8260_361A_FA08_41CB_723CFCAFE2BB.html =
Buckling of Struts Apparatus
Column buckling experiment is to study the effect of support conditions on the load carrying capacity of a slender column; and to compare the experimental buckling loads of test specimens with those predicted by the Euler’s formula.
結構柱屈曲實驗
結構柱屈曲實驗用於研究細長結構柱於不同支座條件下的理論軸心抗壓承載力(歐拉公式)和實驗軸心抗壓承載力。
htmlText_A7EAC0C3_363A_D608_41BE_CFE274813F8C.html =
Buckling of Struts Apparatus
Column buckling experiment is to study the effect of support conditions on the load carrying capacity of a slender column; and to compare the experimental buckling loads of test specimens with those predicted by the Euler’s formula.
結構柱屈曲實驗
結構柱屈曲實驗用於研究細長結構柱於不同支座條件下的理論軸心抗壓承載力(歐拉公式)和實驗軸心抗壓承載力。
htmlText_A6837078_363D_D6F8_41B6_C4115213FBAE.html =
Buckling of Struts Apparatus
Column buckling experiment is to study the effect of support conditions on the load carrying capacity of a slender column; and to compare the experimental buckling loads of test specimens with those predicted by the Euler’s formula.
結構柱屈曲實驗
結構柱屈曲實驗用於研究細長結構柱於不同支座條件下的理論軸心抗壓承載力(歐拉公式)和實驗軸心抗壓承載力。
htmlText_A3FAB8D9_3607_D638_41CA_3698F6F26425.html =
Buckling of Struts Apparatus
Column buckling experiment is to study the effect of support conditions on the load carrying capacity of a slender column; and to compare the experimental buckling loads of test specimens with those predicted by the Euler’s formula.
結構柱屈曲實驗
結構柱屈曲實驗用於研究細長結構柱於不同支座條件下的理論軸心抗壓承載力(歐拉公式)和實驗軸心抗壓承載力。
htmlText_A0442FF9_3606_29F8_41B1_8CB6B9A0E5F9.html =
Buckling of Struts Apparatus
Column buckling experiment is to study the effect of support conditions on the load carrying capacity of a slender column; and to compare the experimental buckling loads of test specimens with those predicted by the Euler’s formula.
結構柱屈曲實驗
結構柱屈曲實驗用於研究細長結構柱於不同支座條件下的理論軸心抗壓承載力(歐拉公式)和實驗軸心抗壓承載力。
htmlText_9590CFC5_3605_EA08_41B1_806BD17AE962.html =
Concrete Panel
Different deflects of concrete showing in sample
混凝土板
樣品中混凝土的不同撓度
htmlText_917FD1E7_360A_3608_41A1_F5C2EC020DD1.html =
Concrete Panel
Different deflects of concrete showing in sample
混凝土板
樣品中混凝土的不同撓度
htmlText_9509B4D6_3606_3E08_41A9_8D4C9B28D210.html =
Concrete Panel
Different deflects of concrete showing in sample
混凝土板
樣品中混凝土的不同撓度
htmlText_B867F4A7_360A_7E08_41A4_31F21B71A6C6.html =
Consolidation Shear System
The Direct Shear Test is an experimental procedure conducted in geotechnical engineering practice and research that aims to determine the shear strength of soil materials. Shear strength is defined as the maximum resistance that a material can withstand when subjected to shearing.
固結剪切系統
直接剪切試驗是在岩土工程實踐和研究中進行的一種實驗程序,旨在確定土壤材料的剪切強度。剪切強度定義為材料在受到剪切時可以承受的最大阻力。
htmlText_BB7BCA89_360A_2A18_41B0_ED9E71CB9D26.html =
Consolidation Shear System
The Direct Shear Test is an experimental procedure conducted in geotechnical engineering practice and research that aims to determine the shear strength of soil materials. Shear strength is defined as the maximum resistance that a material can withstand when subjected to shearing.
固結剪切系統
直接剪切試驗是在岩土工程實踐和研究中進行的一種實驗程序,旨在確定土壤材料的剪切強度。剪切強度定義為材料在受到剪切時可以承受的最大阻力。
htmlText_B9CB0C9A_360E_2E38_41C5_3D54D1A49C97.html =
Consolidation Shear System
The Direct Shear Test is an experimental procedure conducted in geotechnical engineering practice and research that aims to determine the shear strength of soil materials. Shear strength is defined as the maximum resistance that a material can withstand when subjected to shearing.
固結剪切系統
直接剪切試驗是在岩土工程實踐和研究中進行的一種實驗程序,旨在確定土壤材料的剪切強度。剪切強度定義為材料在受到剪切時可以承受的最大阻力。
htmlText_BB9316BF_360A_DA78_41AD_45C3EA2EB4CD.html =
Consolidation Shear System
The Direct Shear Test is an experimental procedure conducted in geotechnical engineering practice and research that aims to determine the shear strength of soil materials. Shear strength is defined as the maximum resistance that a material can withstand when subjected to shearing.
固結剪切系統
直接剪切試驗是在岩土工程實踐和研究中進行的一種實驗程序,旨在確定土壤材料的剪切強度。剪切強度定義為材料在受到剪切時可以承受的最大阻力。
htmlText_A64118F3_360F_D608_41B4_EC75363BED5D.html =
Consolidation Shear System
The Direct Shear Test is an experimental procedure conducted in geotechnical engineering practice and research that aims to determine the shear strength of soil materials. Shear strength is defined as the maximum resistance that a material can withstand when subjected to shearing.
固結剪切系統
直接剪切試驗是在岩土工程實踐和研究中進行的一種實驗程序,旨在確定土壤材料的剪切強度。剪切強度定義為材料在受到剪切時可以承受的最大阻力。
htmlText_A24CDAAB_360E_2A18_4195_A571AF22EE90.html =
Consolidation Shear System
The Direct Shear Test is an experimental procedure conducted in geotechnical engineering practice and research that aims to determine the shear strength of soil materials. Shear strength is defined as the maximum resistance that a material can withstand when subjected to shearing.
固結剪切系統
直接剪切試驗是在岩土工程實踐和研究中進行的一種實驗程序,旨在確定土壤材料的剪切強度。剪切強度定義為材料在受到剪切時可以承受的最大阻力。
htmlText_BB502F93_360E_EA08_41B3_DFE7D50A3C68.html =
Consolidation Shear System
The Direct Shear Test is an experimental procedure conducted in geotechnical engineering practice and research that aims to determine the shear strength of soil materials. Shear strength is defined as the maximum resistance that a material can withstand when subjected to shearing.
固結剪切系統
直接剪切試驗是在岩土工程實踐和研究中進行的一種實驗程序,旨在確定土壤材料的剪切強度。剪切強度定義為材料在受到剪切時可以承受的最大阻力。
htmlText_A3DEF013_360A_D608_41C2_421B372B5CE3.html =
Consolidation Shear System
The Direct Shear Test is an experimental procedure conducted in geotechnical engineering practice and research that aims to determine the shear strength of soil materials. Shear strength is defined as the maximum resistance that a material can withstand when subjected to shearing.
固結剪切系統
直接剪切試驗是在岩土工程實踐和研究中進行的一種實驗程序,旨在確定土壤材料的剪切強度。剪切強度定義為材料在受到剪切時可以承受的最大阻力。
htmlText_BB851B92_360E_EA08_41C1_AE6410AB0045.html =
Consolidation Shear System
The Direct Shear Test is an experimental procedure conducted in geotechnical engineering practice and research that aims to determine the shear strength of soil materials. Shear strength is defined as the maximum resistance that a material can withstand when subjected to shearing.
固結剪切系統
直接剪切試驗是在岩土工程實踐和研究中進行的一種實驗程序,旨在確定土壤材料的剪切強度。剪切強度定義為材料在受到剪切時可以承受的最大阻力。
htmlText_BAF8420A_360A_5A18_41A4_130A6B7519B4.html =
Consolidation Shear System
The Direct Shear Test is an experimental procedure conducted in geotechnical engineering practice and research that aims to determine the shear strength of soil materials. Shear strength is defined as the maximum resistance that a material can withstand when subjected to shearing.
固結剪切系統
直接剪切試驗是在岩土工程實踐和研究中進行的一種實驗程序,旨在確定土壤材料的剪切強度。剪切強度定義為材料在受到剪切時可以承受的最大阻力。
htmlText_A40B5BFA_363A_69F8_41CA_E8F81F9A0BE5.html =
Consolidation Shear System
The Direct Shear Test is an experimental procedure conducted in geotechnical engineering practice and research that aims to determine the shear strength of soil materials. Shear strength is defined as the maximum resistance that a material can withstand when subjected to shearing.
固結剪切系統
直接剪切試驗是在岩土工程實踐和研究中進行的一種實驗程序,旨在確定土壤材料的剪切強度。剪切強度定義為材料在受到剪切時可以承受的最大阻力。
htmlText_A0ADDEC4_360A_2A08_41BB_E74450B8B430.html =
Curtain Wall
Showing different material in a curtain wall system such as wire steel stainless steel glass
幕牆
在幕牆系統中展示不同的材料,如鋼絲鋼不銹鋼玻璃
htmlText_A3569039_3606_7678_41C7_BA9088D70862.html =
Curtain Wall
Showing different material in a curtain wall system such as wire steel stainless steel glass
幕牆
在幕牆系統中展示不同的材料,如鋼絲鋼不銹鋼玻璃
htmlText_A064D902_360B_D608_41A6_FA9831EEE728.html =
Curtain Wall
Showing different material in a curtain wall system such as wire steel stainless steel glass
幕牆
在幕牆系統中展示不同的材料,如鋼絲鋼不銹鋼玻璃
htmlText_A1F9F662_360A_5A08_41BD_5A07B44B8AB9.html =
Curtain Wall
Showing different material in a curtain wall system such as wire steel stainless steel glass
幕牆
在幕牆系統中展示不同的材料,如鋼絲鋼不銹鋼玻璃
htmlText_A03ABE0D_360A_2A18_41B6_697E02D4971D.html =
Curtain Wall
Showing different material in a curtain wall system such as wire steel stainless steel glass
幕牆
在幕牆系統中展示不同的材料,如鋼絲鋼不銹鋼玻璃
htmlText_A0CF1857_360A_5608_41C3_924E794EF5B6.html =
Curtain Wall
Showing different material in a curtain wall system such as wire steel stainless steel glass
幕牆
在幕牆系統中展示不同的材料,如鋼絲鋼不銹鋼玻璃
htmlText_A366FB58_3606_2A38_41A2_C7537D0836B7.html =
Curtain Wall
Showing different material in a curtain wall system such as wire steel stainless steel glass
幕牆
在幕牆系統中展示不同的材料,如鋼絲鋼不銹鋼玻璃
htmlText_9579595A_361A_F638_41A3_9AD047E3F27A.html =
Curtain Wall
Showing different material in a curtain wall system such as wire steel stainless steel glass
幕牆
在幕牆系統中展示不同的材料,如鋼絲鋼不銹鋼玻璃
htmlText_A110BF0D_360A_2A18_41A3_0175FCDD1EDC.html =
Curtain Wall
Showing different material in a curtain wall system such as wire steel stainless steel glass
幕牆
在幕牆系統中展示不同的材料,如鋼絲鋼不銹鋼玻璃
htmlText_A33DA217_3605_DA08_41A1_A0C5C202C17A.html =
Curtain Wall
Showing different material in a curtain wall system such as wire steel stainless steel glass
幕牆
在幕牆系統中展示不同的材料,如鋼絲鋼不銹鋼玻璃
htmlText_A3FD9408_3606_3E18_41C1_0CD89AF7B96E.html =
Curtain Wall
Showing different material in a curtain wall system such as wire steel stainless steel glass
幕牆
在幕牆系統中展示不同的材料,如鋼絲鋼不銹鋼玻璃
htmlText_AA388CFB_360A_EFF8_41C2_F286190EB644.html =
Liquid Limit Penetrometer
The liquid limit penetrometer test method for Liquid Limit is based on the relationship between the moisture content and the penetration of a cone into a soil sample. This method eliminates test results depent upon operator skills and provides a visual measurement of penetration.
液限貫入儀
液限滲透計測試方法是基於水分含量與錐體滲透到土壤樣品中的關係。這種方法消除了依賴於操作員技能的測試結果,並提供了穿透力的視覺測量。
htmlText_A877DC4F_360A_6E18_4190_010EB887A6CB.html =
Liquid Limit Penetrometer
The liquid limit penetrometer test method for Liquid Limit is based on the relationship between the moisture content and the penetration of a cone into a soil sample. This method eliminates test results depent upon operator skills and provides a visual measurement of penetration.
液限貫入儀
液限滲透計測試方法是基於水分含量與錐體滲透到土壤樣品中的關係。這種方法消除了依賴於操作員技能的測試結果,並提供了穿透力的視覺測量。
htmlText_91E7E85A_3606_D638_41BD_F8111D6C29E7.html =
Liquid Limit Penetrometer
The liquid limit penetrometer test method for Liquid Limit is based on the relationship between the moisture content and the penetration of a cone into a soil sample. This method eliminates test results depent upon operator skills and provides a visual measurement of penetration.
液限貫入儀
液限滲透計測試方法是基於水分含量與錐體滲透到土壤樣品中的關係。這種方法消除了依賴於操作員技能的測試結果,並提供了穿透力的視覺測量。
htmlText_A5CCEC87_360E_6E08_41C8_55EDECB61403.html =
Liquid Limit Penetrometer
The liquid limit penetrometer test method for Liquid Limit is based on the relationship between the moisture content and the penetration of a cone into a soil sample. This method eliminates test results depent upon operator skills and provides a visual measurement of penetration.
液限貫入儀
液限滲透計測試方法是基於水分含量與錐體滲透到土壤樣品中的關係。這種方法消除了依賴於操作員技能的測試結果,並提供了穿透力的視覺測量。
htmlText_9AB6CA44_3606_6A08_41A0_F341FAC9F446.html =
Liquid Limit Penetrometer
The liquid limit penetrometer test method for Liquid Limit is based on the relationship between the moisture content and the penetration of a cone into a soil sample. This method eliminates test results depent upon operator skills and provides a visual measurement of penetration.
液限貫入儀
液限滲透計測試方法是基於水分含量與錐體滲透到土壤樣品中的關係。這種方法消除了依賴於操作員技能的測試結果,並提供了穿透力的視覺測量。
htmlText_93C795B8_3606_5E78_41BC_57F6AFF2F168.html =
Liquid Limit Penetrometer
The liquid limit penetrometer test method for Liquid Limit is based on the relationship between the moisture content and the penetration of a cone into a soil sample. This method eliminates test results depent upon operator skills and provides a visual measurement of penetration.
液限貫入儀
液限滲透計測試方法是基於水分含量與錐體滲透到土壤樣品中的關係。這種方法消除了依賴於操作員技能的測試結果,並提供了穿透力的視覺測量。
htmlText_36FA4CBF_37FA_6E78_417F_507EE794D2DE.html =
Plane Truss Apparatus
Plane truss experiment is to study the member foce distribution of a loaded pin-jointed truss, verify the equilibrium of joints and equilibrium of free-body, and to identigy the zero force members under various loading conditions.
平面桁架實驗
平面桁架實驗用於研究集中荷載施予不同支點時各桿件的軸力、各支點/各結構部份的平衡狀態和零力桿件的分析。
htmlText_DE016977_361A_D608_41C7_5821165DA14F.html =
Plane Truss Apparatus
Plane truss experiment is to study the member foce distribution of a loaded pin-jointed truss, verify the equilibrium of joints and equilibrium of free-body, and to identigy the zero force members under various loading conditions.
平面桁架實驗
平面桁架實驗用於研究集中荷載施予不同支點時各桿件的軸力、各支點/各結構部份的平衡狀態和零力桿件的分析。
htmlText_36F6BCB3_360A_2E08_41B7_EF326806821A.html =
Plane Truss Apparatus
Plane truss experiment is to study the member foce distribution of a loaded pin-jointed truss, verify the equilibrium of joints and equilibrium of free-body, and to identigy the zero force members under various loading conditions.
平面桁架實驗
平面桁架實驗用於研究集中荷載施予不同支點時各桿件的軸力、各支點/各結構部份的平衡狀態和零力桿件的分析。
htmlText_36FE69A4_37FA_5609_41C2_2E43F888085D.html =
Plane Truss Apparatus
Plane truss experiment is to study the member foce distribution of a loaded pin-jointed truss, verify the equilibrium of joints and equilibrium of free-body, and to identigy the zero force members under various loading conditions.
平面桁架實驗
平面桁架實驗用於研究集中荷載施予不同支點時各桿件的軸力、各支點/各結構部份的平衡狀態和零力桿件的分析。
htmlText_36FC1081_37FD_F608_41C2_E45C90FC0C96.html =
Plane Truss Apparatus
Plane truss experiment is to study the member foce distribution of a loaded pin-jointed truss, verify the equilibrium of joints and equilibrium of free-body, and to identigy the zero force members under various loading conditions.
平面桁架實驗
平面桁架實驗用於研究集中荷載施予不同支點時各桿件的軸力、各支點/各結構部份的平衡狀態和零力桿件的分析。
htmlText_36FDDB86_37FE_6A08_41C6_3FE0746F6A8D.html =
Plane Truss Apparatus
Plane truss experiment is to study the member foce distribution of a loaded pin-jointed truss, verify the equilibrium of joints and equilibrium of free-body, and to identigy the zero force members under various loading conditions.
平面桁架實驗
平面桁架實驗用於研究集中荷載施予不同支點時各桿件的軸力、各支點/各結構部份的平衡狀態和零力桿件的分析。
htmlText_E9DCDF9A_361A_6A38_41C8_9C80DE0B6FC3.html =
Plane Truss Apparatus
Plane truss experiment is to study the member foce distribution of a loaded pin-jointed truss, verify the equilibrium of joints and equilibrium of free-body, and to identigy the zero force members under various loading conditions.
平面桁架實驗
平面桁架實驗用於研究集中荷載施予不同支點時各桿件的軸力、各支點/各結構部份的平衡狀態和零力桿件的分析。
htmlText_36F96B99_3606_2A38_41A0_43C703AD0F93.html =
Plane Truss Apparatus
Plane truss experiment is to study the member foce distribution of a loaded pin-jointed truss, verify the equilibrium of joints and equilibrium of free-body, and to identigy the zero force members under various loading conditions.
平面桁架實驗
平面桁架實驗用於研究集中荷載施予不同支點時各桿件的軸力、各支點/各結構部份的平衡狀態和零力桿件的分析。
htmlText_36FD73E5_37FE_3A08_41C8_A91F3B8E6EB6.html =
Plane Truss Apparatus
Plane truss experiment is to study the member foce distribution of a loaded pin-jointed truss, verify the equilibrium of joints and equilibrium of free-body, and to identigy the zero force members under various loading conditions.
平面桁架實驗
平面桁架實驗用於研究集中荷載施予不同支點時各桿件的軸力、各支點/各結構部份的平衡狀態和零力桿件的分析。
htmlText_36FCD3F1_37FE_7A08_419B_679900239D9A.html =
Plane Truss Apparatus
Plane truss experiment is to study the member foce distribution of a loaded pin-jointed truss, verify the equilibrium of joints and equilibrium of free-body, and to identigy the zero force members under various loading conditions.
平面桁架實驗
平面桁架實驗用於研究集中荷載施予不同支點時各桿件的軸力、各支點/各結構部份的平衡狀態和零力桿件的分析。
htmlText_DAF71223_361A_DA08_41C4_0BFDFB3F43F9.html =
Plane Truss Apparatus
Plane truss experiment is to study the member foce distribution of a loaded pin-jointed truss, verify the equilibrium of joints and equilibrium of free-body, and to identigy the zero force members under various loading conditions.
平面桁架實驗
平面桁架實驗用於研究集中荷載施予不同支點時各桿件的軸力、各支點/各結構部份的平衡狀態和零力桿件的分析。
htmlText_36FD452B_37FE_5E18_41C0_8B501D4F9822.html =
Plane Truss Apparatus
Plane truss experiment is to study the member foce distribution of a loaded pin-jointed truss, verify the equilibrium of joints and equilibrium of free-body, and to identigy the zero force members under various loading conditions.
平面桁架實驗
平面桁架實驗用於研究集中荷載施予不同支點時各桿件的軸力、各支點/各結構部份的平衡狀態和零力桿件的分析。
htmlText_3705159B_360F_FE38_41BE_D90477D8AAD3.html =
Shearing and Bending Moment
Shearing and Bending Moment measures the shear stress of different weight. During the measurement of different weight , compression stress and vertical displacement are simultaneously measured.
剪切和彎矩
剪切和彎矩測量不同法碼的剪切應力。在進行測量法碼剪切應力時,同時測量壓縮應力和垂直位移。
htmlText_370436B0_360E_3A08_4157_948ADBC4BB18.html =
Shearing and Bending Moment
Shearing and Bending Moment measures the shear stress of different weight. During the measurement of different weight , compression stress and vertical displacement are simultaneously measured.
剪切和彎矩
剪切和彎矩測量不同法碼的剪切應力。在進行測量法碼剪切應力時,同時測量壓縮應力和垂直位移。
htmlText_3703CE46_360A_6A08_419C_33DD088D5B1C.html =
Shearing and Bending Moment
Shearing and Bending Moment measures the shear stress of different weight. During the measurement of different weight , compression stress and vertical displacement are simultaneously measured.
剪切和彎矩
剪切和彎矩測量不同法碼的剪切應力。在進行測量法碼剪切應力時,同時測量壓縮應力和垂直位移。
htmlText_3705707B_360E_36F8_41C8_AA043C9BDA8F.html =
Shearing and Bending Moment
Shearing and Bending Moment measures the shear stress of different weight. During the measurement of different weight , compression stress and vertical displacement are simultaneously measured.
剪切和彎矩
剪切和彎矩測量不同法碼的剪切應力。在進行測量法碼剪切應力時,同時測量壓縮應力和垂直位移。
htmlText_A570EB6B_363E_2A18_416B_4D11F836B104.html =
Shearing and Bending Moment
Shearing and Bending Moment measures the shear stress of different weight. During the measurement of different weight , compression stress and vertical displacement are simultaneously measured.
剪切和彎矩
剪切和彎矩測量不同法碼的剪切應力。在進行測量法碼剪切應力時,同時測量壓縮應力和垂直位移。
htmlText_370617D4_360D_FA08_4199_9AF8A80CAF92.html =
Shearing and Bending Moment
Shearing and Bending Moment measures the shear stress of different weight. During the measurement of different weight , compression stress and vertical displacement are simultaneously measured.
剪切和彎矩
剪切和彎矩測量不同法碼的剪切應力。在進行測量法碼剪切應力時,同時測量壓縮應力和垂直位移。
htmlText_37037EE6_360A_2A08_41BA_5780FDBB2874.html =
Shearing and Bending Moment
Shearing and Bending Moment measures the shear stress of different weight. During the measurement of different weight , compression stress and vertical displacement are simultaneously measured.
剪切和彎矩
剪切和彎矩測量不同法碼的剪切應力。在進行測量法碼剪切應力時,同時測量壓縮應力和垂直位移。
htmlText_37048A9F_360E_EA38_41C6_B01443B66F46.html =
Shearing and Bending Moment
Shearing and Bending Moment measures the shear stress of different weight. During the measurement of different weight , compression stress and vertical displacement are simultaneously measured.
剪切和彎矩
剪切和彎矩測量不同法碼的剪切應力。在進行測量法碼剪切應力時,同時測量壓縮應力和垂直位移。
htmlText_3706914C_360A_F618_41A6_EF33EB9E5452.html =
Shearing and Bending Moment
Shearing and Bending Moment measures the shear stress of different weight. During the measurement of different weight , compression stress and vertical displacement are simultaneously measured.
剪切和彎矩
剪切和彎矩測量不同法碼的剪切應力。在進行測量法碼剪切應力時,同時測量壓縮應力和垂直位移。
htmlText_370658EB_360A_7618_419B_BB8E73DD387A.html =
Shearing and Bending Moment
Shearing and Bending Moment measures the shear stress of different weight. During the measurement of different weight , compression stress and vertical displacement are simultaneously measured.
剪切和彎矩
剪切和彎矩測量不同法碼的剪切應力。在進行測量法碼剪切應力時,同時測量壓縮應力和垂直位移。
htmlText_AA7EB77C_360A_DAF8_41B0_81E90F57175D.html =
Structural Steel
Showing different structural steel member and different welding method
結構鋼
顯示不同的結構鋼構件和不同的焊接方法
htmlText_ABBDA0A1_360A_5608_417F_73E3F7579BA2.html =
Structural Steel
Showing different structural steel member and different welding method
結構鋼
顯示不同的結構鋼構件和不同的焊接方法
htmlText_AA143DAD_360A_6E18_41BB_472609574D4C.html =
Structural Steel
Showing different structural steel member and different welding method
結構鋼
顯示不同的結構鋼構件和不同的焊接方法
htmlText_AACF386F_360A_5618_41BA_D1CC632AFB9D.html =
Structural Steel
Showing different structural steel member and different welding method
結構鋼
顯示不同的結構鋼構件和不同的焊接方法
htmlText_AA450062_360A_5608_41C1_E2AC1A239A4A.html =
Structural Steel
Showing different structural steel member and different welding method
結構鋼
顯示不同的結構鋼構件和不同的焊接方法
htmlText_AB446554_360A_3E08_41B9_A3FA0D63EC4A.html =
Structural Steel
Showing different structural steel member and different welding method
結構鋼
顯示不同的結構鋼構件和不同的焊接方法
htmlText_A9C8931F_360A_5A38_41BB_54E879D8BD79.html =
Structural Steel
Showing different structural steel member and different welding method
結構鋼
顯示不同的結構鋼構件和不同的焊接方法
htmlText_ABB97F7E_3605_EAF8_41AB_4D769B89525D.html =
Structural Steel
Showing different structural steel member and different welding method
結構鋼
顯示不同的結構鋼構件和不同的焊接方法
htmlText_AB7DEB4B_360A_2A18_41B5_3FE6F8555C1A.html =
Structural Steel
Showing different structural steel member and different welding method
結構鋼
顯示不同的結構鋼構件和不同的焊接方法
htmlText_AD596B81_360E_EA08_41C8_40D1AC4AA65E.html =
Structural Steel
Showing different structural steel member and different welding method
結構鋼
顯示不同的結構鋼構件和不同的焊接方法
htmlText_AA423FD2_3606_2A08_41B7_EED112BE4844.html =
Structural Steel
Showing different structural steel member and different welding method
結構鋼
顯示不同的結構鋼構件和不同的焊接方法
htmlText_2C30E5A1_0A46_B1E1_4193_B461AF80B382.html =
本三維虛擬導覽中的所有影像和資訊(如有)僅供參考。影像經過電腦編輯和處理,在虛擬導覽中連同所展示的物業可能有所變形、不按比例,以及不反映物業的實際大小、尺寸、狀況和外觀。政府、財政司司長法團及政府產業署特此就本三維虛擬導覽可能引致或附帶引起的任何責任作出免責聲明。有意參觀有關物業的人士須事先預約。如欲預約,請於2023年1月5日至2023年1月27日期間,星期一至五上午9時至下午6時,與政府產業署梁倩儀女士(電話號碼:3842 6723或電郵地址:esyleung@gpa.gov.hk)或謝慧姸女士(電話號碼:3842 6741或電郵地址:awytse@gpa.gov.hk)聯絡,本署會為有關人士個別安排約15分鐘的參觀時段,額滿即止。
## Skin ### Button Button_BD145CC8_9478_145B_41D6_359CB4C54BCA.label = LOREM IPSUM Button_7DB31382_7065_343F_41D6_641BBE1B2562.label = 客廳 ### Image Image_7DB3C373_7065_34DE_41BA_CF5206137DED.url = skin/Image_7DB3C373_7065_34DE_41BA_CF5206137DED_zh-HK.png Image_9ACB9ECB_85BA_DB98_41B7_ECF7C029628E.url = skin/Image_9ACB9ECB_85BA_DB98_41B7_ECF7C029628E_zh-HK.png Image_BD15FCC8_9478_145B_41DA_B306F52E3FCF.url = skin/Image_BD15FCC8_9478_145B_41DA_B306F52E3FCF_zh-HK.jpg Image_BD873AD4_9478_3C4B_41E1_8CD5E779D6D2.url = skin/Image_BD873AD4_9478_3C4B_41E1_8CD5E779D6D2_zh-HK.jpg Image_BD87AAD4_9478_3C4B_41BE_0345EF6421AD.url = skin/Image_BD87AAD4_9478_3C4B_41BE_0345EF6421AD_zh-HK.jpg ### Label Label_22BB32F4_3075_D173_4191_C8B45B85DEB8.text = 低層單位 Label_22BB22F4_3075_D173_41BB_3ACDC6CCCC83.text = 翠錦苑 ### Multiline Text HTMLText_37EA3165_0AC2_7161_4196_987F2B095EC4.html =
302室 建造工程實驗室


Construction Lab 302
HTMLText_BD15BCC8_9478_145B_41A0_1BDCC9E92EE8.html =
___
LOREM IPSUM
DOLOR SIT AME
CONSECTETUR ADIPISCING ELIT. MORBI BIBENDUM PHARETRA LOREM, ACCUMSAN SAN NULLA.



Mauris aliquet neque quis libero consequat vestibulum. Donec lacinia consequat dolor viverra sagittis. Praesent consequat porttitor risus, eu condimentum nunc. Proin et velit ac sapien luctus efficitur egestas ac augue. Nunc dictum, augue eget eleifend interdum, quam libero imperdiet lectus, vel scelerisque turpis lectus vel ligula. Duis a porta sem. Maecenas sollicitudin nunc id risus fringilla, a pharetra orci iaculis. Aliquam turpis ligula, tincidunt sit amet consequat ac, imperdiet non dolor.


Integer gravida dui quis euismod placerat. Maecenas quis accumsan ipsum. Aliquam gravida velit at dolor mollis, quis luctus mauris vulputate. Proin condimentum id nunc sed sollicitudin.


DONEC FEUGIAT:
• Nisl nec mi sollicitudin facilisis
• Nam sed faucibus est.
• Ut eget lorem sed leo.
• Sollicitudin tempor sit amet non urna.
• Aliquam feugiat mauris sit amet.


LOREM IPSUM:
$150,000
HTMLText_BD872AD4_9478_3C4B_41E0_004DEE953DF2.html =
JOHN DOE
Licensed Real Estate Salesperson


Tlf.: +11 111 111 111
jhondoe@realestate.com
www.loremipsum.com


Mauris aliquet neque quis libero consequat vestibulum. Donec lacinia consequat dolor viverra sagittis. Praesent consequat porttitor risus, eu condimentum nunc. Proin et velit ac sapien luctus efficitur egestas ac augue. Nunc dictum, augue eget eleifend interdum, quam libero imperdiet lectus, vel scelerisque turpis lectus vel ligula. Duis a porta sem. Maecenas sollicitudin nunc id risus fringilla, a pharetra orci iaculis. Aliquam turpis ligula, tincidunt sit amet consequat ac, imperdiet non dolor.
HTMLText_BD876AD4_9478_3C4B_41D6_3C886AE845B6.html =
___
LOREM IPSUM
DOLOR SIT AMET
HTMLText_3C7BD619_264C_3C26_41C1_637E5B31015E.html =
翠錦苑 - 低層單位


地址:半山干德道39A-F號
HTMLText_7DB2E382_7065_343F_41C2_951F708170F1.html =
Company Name
www.loremipsum.com
info@loremipsum.com
Tlf.: +11 111 111 111
### Tooltip IconButton_2E9CF4D3_0A42_B7A1_4199_AFBA77D0D0E9.toolTip = English IconButton_66589837_74AF_8B56_41D7_A6F4FAC02CC3.toolTip = 地圖 IconButton_2EC9D8D0_0A45_DFBF_4196_9F81DD85A74B.toolTip = 地圖 IconButton_6658E837_74AF_8B56_41B5_2A29A6498E57.toolTip = 平面圖 IconButton_2E9DA4D2_0A42_B7A3_419A_C6C6D89A6FE4.toolTip = 简体中文 IconButton_2E9E14D1_0A42_B7A1_4187_FD7661F1A43C.toolTip = 繁體中文 ## Tour ### Description ### Title tour.name = 302室 建構工程實驗室 Construction Lab 302