National University of Singapore – Singapore

Logistic facility in Singapore (JLH)

Building use

Other

Country/Region

Singapore

Overview

New composite beams and columns were adopted to reduce the beam height and the weight of the columns.


Basic information (construction date, number of stories, gross floor area, adopted design code, engineer(s), Contractor(s), etc.)

Construction date: Completed in 2020
Number of stories: 8
Gross floor area: 144,076m2
Adopted design code: Eurocode: Basic of Structural Design; Eurocode1: Actions on Structures; Eurocode2: Design of Concrete Structures; Eurocode3: Design of Steel Structures; Eurocode 4: Design of Composite Steel & Concrete Structures; Reference Codes: KBC-2009 & KBC-2016; ANSI/AISC 360-10
Engineer(s): Meinhardt (Singapore) Pte Ltd
Contractor(s): Kimly Construction


Issue and/or innovation

To reduce the beam height for bigger headroom.
To reduce the weight of the columns.


Reason for composite solution

The height of beam can be reduced by adopting TSC Beam without compromising the design capacity. PSRC system can reduce the column weight compared to typical RC columns.


Specific solution/technical details

Beam: Thin Steel-plate Composite beams (TSC beams)
Column: PSRC Precast Steel-Reinforced Concrete Composite Column (PSRC column)


Impact or effectiveness

TSC beams:
1. A more rigid member (as compared to a long and deep truss) during handling such as dilivery and installation
2. A more uniform surface area for application of cementitious fire-proofing
3. Inceased headroom
4. Connection to column is done in the factory and TSC beams are subsequently bolted on site.
PSRC Column:
1. Column do not require propping
2. PSRC columns comes prefabricated with left in skin-form to facilitate casting
3. Reduced lifting equipment requirements
4. Ease of connection works (bolted construction) for splicing between columns instead of full penetration butt welds


References / Technical Papers Content

Tae-Sung Eom; Hyeon-Jong Hwang; Hong-Gun Park, M.ASCE; Chang-Nam Lee and Hyoung-Seop Kimn (2013), Flexural Test for Steel-Concrete Composite Members
Using Prefabricated Steel Angles, Journal of Structural Engineering, ISSN 0733-9445
Hong-Gun Park, Hyeon-Jong Hwang, Cheol-Ho Lee, Chang-Hee Park, Chang-Nam Lee (2012), Cyclic loading test for concrete-filled U-shaped steel beam–RC column connections, Engineering Structures 36, 325-336. https://doi.org/10.1016/j.engstruct.2011.12.033


Supplementary documents

Supplementary document - 1 Supplementary document - 2 Supplementary document - 3 Supplementary document - 4 Supplementary document - 5 Supplementary document - 6 Supplementary document - 7 Supplementary document - 8 Supplementary document - 9 Supplementary document - 10

Categories

Building, Column, Beam

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